Structural Product Guide of Treadwell Group
Structural Product Guide of Treadwell Group
Structural Product Guide of Treadwell Group
4 | TREADWELL treadwellgroup.com.au
Contents
4 | TREADWELL
Section One: Introduction to Pultrusions
Composition of Pultrusions
Resin Systems
The Pultrusion Process
Environmental Conditions
Section Two: Coupon Properties
ArchitEX™
Profiles
Typical Properties of Threaded Rod/Nuts
Typical Coupon Properties of Flat Sheet
Comparison
Section Three: General Tolerances
Cross Sectional Tolerance
Straightness
Twist
Section Four: Sectional Properties
C Section
I-Beam
WF-Beam
Equal Leg Angle
Rectangular Hollow Section
Circular Hollow Section
Solid Bar
Circular Round Bar
Embedment Angle
Square Hollow Section
06
07
08
09
10
11
12
13
15
17
18
21
23
25
26
27
29
30
31
32
33
Quality Policy
Quality is at the forefront of Treadwell Access Systems' working practices. With over 15 years of manufacturing to the highest quality standards,
Treadwell Access Systems prides itself on its implementation of strict quality control measures, and strives to supply products that surpass
customers' expectations. The company works on a policy of continuous improvement.
Environmental Policy
Treadwell Access Systems is conscious of the impact it has on the environment and its associated responsibilities. The company is committed
to ensuring its operations satisfy both legal obligations and moral duties. Treadwell has been committed to sustainability for many years and
is not just responding to current trends.
treadwellgroup.com.au
TM
ArchitEX™
| 5
Contents
ArchitEX™
| 5
Section Five: Beams - Allowables Uniform Loads
Allowable Uniforms Loads Tables
Technical Data Tables - C Section
Technical Data Tables - I-Beam
Technical Data Tables - WF-Beam
Technical Data Tables - Rectangular Hollow Section
Technical Data Tables - Square Hollow Section
Technical Data Tables - Interlocking Deckboard
Technical Data Tables - Flat Sheet
Section Six: Columns
Columns
Section Seven: Columns - Allowable Concentric
Axial Stresses and Loads
Technical Data Tables - Angle
Technical Data Tables - I-Beam
Technical Data Tables - WF-Beam
Technical Data Tables - Square Hollow Section
Technical Data Tables - Rectangular Hollow Section
Section Eight: Space Gass Input Guide
Space Gass Input Guide
Section Nine: Corrosion Guide
Corrosion Guide
36
39
50
61
69
72
79
83
90
93
101
111
121
132
133
135
6 | TREADWELL treadwellgroup.com.au
Introduction to Pultrusions
Composition of FRP Pultrusions
treadwellgroup.com.au
What are pultrusions made of?
resin formulations. The glass contributes its inherent tensile flexural
strength while the addition of resin ensures impact and corrosion
resistance.
arrangements: glass roving which is unidirectional, and continuous
stability as well as contributing to longitudinal strength properties.
Another integral part of a pultrusion is the surface veil which provides
enhanced UV protection, corrosion resistance and aesthetics.
Roving
manufactured on continuous rolls. Roving is usually the principal
element in a pultrusion, comprising % - % percent of the total
glass content.
manufacture, the roving also provides unsurpassed tensile and flexural
properties. The percentage of roving in a pultrusion is the major variable
Mat
Continuous strand mat constitutes the remainder of the glass
reinforcement used in the pultrusion process. This would typically be
% -
between continuous strand mat and other hand-laid-up or press-
used in the pultrusion process requires good tractive strength to ensure
that it enters the die properly.
Fibreglass continuous strand mat is predominately applied to obtain
the desired transverse properties of the product, whereas roving
provides longitudinal stability to a section. Roving lacks the required
lateral cohesion that is also an essential element in maintaining the
principally responsible for this.
Surface Veil
Most widely used today are synthetic variations which enhance the UV
resistance properties and aesthetics. The veil also increases the resin
content of the surface of the pultrusion which provides added corrosion
resistance.
Cross Section of Pultrusion
Surface Veil
Glass Roving
Resin Rich Surface
Continuous
Strand Mat
6 | TREADWELL
TM
ArchitEX™
| 7
Introduction to Pultrusions
Resin Systems
ArchitEX™
| 7
When choosing a resin type for your application, we
highly recommend you consult with us in relation to
the application to ensure the correct resin is specified.
Considerations such as corrosion, environment,
temperature, fire resistance, smoke and smoke toxicity
requirements must be taken into account, and will
dictate which resin system should be utilised for
optimum performance over time. Below is an overview
of the resin systems offered in the ArchitEX™
range.
O-Series®
is an architectural grade polyester resin system with an
intermediate level of chemical resistance, and is a good choice for
commercial or light industrial applications, especially in areas where
moisture is prevalent. O-Series®
is often utilised for public infrastructure
applications where it has been proven to outperform traditional timber
decking products. This system is available with or without fire retardant
additives.
I-Series®
is a premium isopthalic resin system. This system provides an
intermediate level of chemical resistance and is the correct choice for
areas subjected to splash and spill contact with harsh chemicals. This
system is an excellent general-purpose resin and is a more favourably
priced alternative to the vinyl ester system. This system has a flame
spread of 25 (approximately 15) or less.
V-Series®
Vinyl ester resin is the most high quality chemical resistant
system offered in the industry and has been developed for use in
environments where FRP products are subject to frequent and direct
contact with the harshest of chemical, including a broad range of acids
and caustics. This system has a flame spread of 25 (approximately 15)
or less.
P-Series®
The phenolic resin system is a system designed specifically
for use where fire resistance, low smoke and low toxic fumes are critical.
P-Series®
is typically used in offshore applications and confined spaces
where such criteria are an absolute necessity. This system is tested in
accordance with ASTM E-84. Various products also conforming to US
Coast Guard Approvals, Level 2 and 3, are also offered by Treadwell.
This particular resin system has a flame spread rating of 5 and a smoke
density rating of 5.
O-Series®
Polyester
I-Series®
Isopthalic
V-Series®
Vinyl Ester
P-Series®
Phenolic
Chemical
Resistance
Fire
Retardance
Halogen
Free
Low Smoke
Temperature
Performance
Standards Resin Systems Comparison Chart
Chemical Resistance
Strength
Lightweight
Cost Effectiveness
Electrical Resistance
ArchitEX™ Stainless
Steel
Galvanised
Steel Aluminium Polyurethane
ArchitEX™
Features and Benefits vs. Traditional Alternatives
8 | TREADWELL treadwellgroup.com.au
The Pultrusion Process
How the Pultrusion Machine Works
Pultruding is the process that is used to form continuous structural
profiles out of fibreglass and resin composites.The process is performed
by a pultrusion machine. The first pultrusion process was developed in
the mid-1940s with further major development and greater recognition
in the mid-1950s.
The term pultrusion was derived from a combination of the word pull
and extrusion. There are some parallels between the two processes
given that they both produce continuous profiles and involve some sort
of forming die. The main difference being that the pultrusion process
utilises a series of pullers, which draw the product through the entire
process as compared to extruding, which uses pressure or a pushing
force.
The pultrusion process commences with fibreglass roving being pulled
off rolls, through a guide and then being combined with the continuous
strand mat. It is this fibreglass component that provides the resistance
to tension that is necessary in the pultrusion process. The raw fibre
is pulled through a series of guides or rollers and then enters a resin
impregnation bath. The resin is usually a thermo-setting resin.
Now that the fibres are thoroughly ‘wetted out’ with the resin, they
pass through a series of tooling which arranges the fibres correctly and
removes excesses of resin. This set of tooling and guides is referred to
as the pre-former. At this stage, the surface veil is added.
The uncured composite is then pulled into a heated die which commonly
consists of 2-3 differing stages of temperature which initiate the curing
of the resin component. The profile that exits the die is now a cured
pultruded fibreglass reinforced plastic composite.
It is this rigid profile that is gripped further down the line by the pulling
mechanism which provides steady and continuous tractive effort. After
passing through the pullers, the FRP profile reaches a cut-off saw. The
saw cuts the pultrusion to the desired length without slowing or halting
the process.
This way high strength and light weight profiles can be created from
fibreglass reinforced plastic to virtually any length required.
Pultrusion Machine
Glass Rovings
Resin Impregnation
Bath
Preformer
Pullers
Surface Veils
Heated Die
Cut Off Saw
Introduction to Pultrusions
TM
ArchitEX™
| 9
Pultrusion Availability
Treadwell is arguably the largest stockist of FRP pultrusion products in
Australia. We always stock a comprehensive range of I-Beam, CSection,
HollowSectionandAngleproductswhicharecommonlyinhighdemand.
Due to the consistent and rapid evolution of the fibreglass pultrusion
market, we are continually revaluating our range of stocked products to
ensure that our holdings accurately reflect customer demand.
We utilise efficient transport networks across Australia to ensure rapid
delivery to remote locations and stock products in most capital cities.
Our complete range of products available is listed in the Section
Properties tables. To obtain price and availability or find out if the
product you require is a stock item, call Treadwell on 1800 246 800.
Environmental Conditions
Temperature
When designing a structure that is going to incorporate FRP sections,
it is essential to consider environment changes such as temperature.
Continued exposure to elevated temperatures can cause polyester and
vinyl ester fibreglass pultrusions to lose certain percentages of their
properties.
These tables shows the percentage of property retention when exposed
to certain continuous temperatures.
Modulus of Elasticity
Ultimate Stress
Weathering
As with most plastic products, fibreglass reinforced pultrusions will
undergo some form of visual degradation when exposed to outdoor
weathering.
Typically, the surface of ArchitEX™
Pultrusions have good water and
ambient temperature resistant properties but are susceptible to ultra-
violet(UV) light. UV light is the light spectrum between 290 and 400
nanometres. This light has a higher energy and causes significant
degradation to polymers by breaking chemical bonds or starting
chemical reactions. The fire retardant polyester formulations contain a
halogen which makes these plastics typically more susceptible to UV
light degeneration.
Deterioration that has been caused by UV light can be identified by
‘fade’ and ‘yellowing’ on the pultrusion surface. Over an extended period
of exposure, the actual glass fibres closest to the surface will become
exposed. This state is known as fibrebloom and does not directly or
immediately affect the physical properties of the section.
Treadwell adds a UV stabiliser into the resin formulation. This is
especially important due to the extreme exposure that our products
experience in the Pacific region. Also, to ensure that our pultruded
products endure a protracted lifespan, we use high quality polyester
surface veils to ensure that the structural component of the composite
is protected as well as possible from damaging and corroding elements.
The ArchitEX™
range is also offered with a range of exterior coatings
to enhance aesthetics. If a Urethane coating is applied, this will also
provide a hugely effective protection barrier to outdoor weathering.
Temperature
85% 90%
70% 80%
50% 80%
Not Recommended 75%
37°C
51°C
65°C
79°C
93°C Not Recommended 50%
Polyester Vinyl ester
Temperature
100% 100%
90% 95%
85% 90%
Not Recommended 88%
37°C
51°C
65°C
79°C
93°C Not Recommended 85%
Polyester Vinyl ester
Introduction to Pultrusions
10 | TREADWELL treadwellgroup.com.au
Coupon Properties
Typical Coupon Properties
ArchitEX™
Profiles
Below are test results for typical coupon properties of Treadwell Group’s structural fibreglass profiles. Properties are derived per the ASTM test
method shown. Synthetic surfacing veil and ultraviolet inhibitors are standard.
Tensile Stress, LW
Tensile Stress, CW
Tensile Modulus, LW
Tensile Modulus, CW
Compressive Stress, LW
Compressive Stress, CW
Compressive Modulus, LW
Compressive Modulus, CW
Flexural Stress, LW
Flexural Stress, CW
Flexural Modulus, LW
Flexural Modulus, CW
Modulus of Elasticity, E
Shear Modulus
Short Beam Shear
Punch Shear
Notched Izod Impact, LW
Notched Izod Impact, CW
Barcol Hardness
24 Hour Water Absorbtion
Density
Coefficient of Thermal Expansion, LW
Arc Resistance, LW
Dielectric Strength, LW
Dielectric Strength, PF
Dielectric Constant, PF
Fire Retardant Polyester and Fire Retardant Vinyl ester Structural Profiles:
Tunnel Test
Flammability
UL
NBS Smoke Chamber
MPa
MPa
GPa
GPa
MPa
MPa
GPa
GPa
MPa
MPa
GPa
GPa
GPa
GPa
MPa
MPa
J/mm
J/mm
-----
% max.
g/cc
106
cm./cm./°C
seconds
kv./mm
volts/mil.
@60hz
Flame Spread
--
VO
Smoke Density 600-700
D-638
D-638
D-638
D-638
D-695
D-695
D-695
D-695
D-790
D-790
D-790
D-790
Full Section
--
D-2344
D-732
D-256
D-256
D-2583
D-570
D-792
D-696
­
D-495
D-149
D-149
D-150
E-84
D-635
94
E-662
206.8
48.2
17.2
5.5
206.8
103.4
17.2
6.9
206.8
68.9
12.4
5.5
19.3
3.1
31.0
68.9
1.33
0.21
45
0.45
1.72-1.94
12
120
1.37
200
5
25 max.
Nonburning
Mechanical Properties
Physical Properties
Electrical Properties
Flammability Properties
ASTM
ASTM
ASTM
ASTM
Units Value
CW = Crosswise LW = Lengthwise PF = Perpendicular to Laminate Face
Units
Units
Units
Value
Value
Value
TM
ArchitEX™
| 11
Coupon Properties
Typical Properties of Threaded Rod / Nuts
Treadwell Group’s threaded rod and nuts are manufactured using premium vinyl ester resin containing UV inhibitors. The properties listed below
are the result of the ASTM test method indicated.
Properties ASTM Units
Self-extinguishing for all
Diameter - Threads per Inch (UNC)
9.5mm 12.7mm 15.9mm 19.0mm 25.4mm
B-565
D-695
D-790
D-790
D-635
D-570
D-696
-- --
-- --
-- --
-- --
18,680
344
482
17.2
0.8
11
5,337
10
0.104
4.5
17.2 x 11.4
30,240
344
482
17.2
0.8
11
10,670
21
0.119
9.1
21.8x 14.2
44, 480
344
482
17.2
0.8
11
16,010
47
0.297
18.1
26.9 x 17.5
Gray
59,600
344
482
17.2
0.8
11
17,790
67
0.447
27.2
31.5 x 20.8
106,750
344
482
17.2
0.8
11
36,470
149
0.789
63.6
41.4 x 27.9
Typical Properties of Rod, Bar, and Flat Sheet
Below are test results for typical coupon properties of Treadwell Group’s Rod, Bar, and Flat Sheet reinforced with all unidirectional longitudinal
fibreglass roving. Properties are derived per the ASTM test method shown.
Properties ASTM Units Rod Bar Flat Sheet
Tensile Stress
Tensile Modulus
Compressive Stress
Flexural Stress
Flexural Modulus
Barcol Hardness
Izod Impact
Density
Water Absorption (24 hour)
D-638
D-638
D-695
D-790
D-790
D-2583
D-256
D-792
D-570
MPa
GPa
MPa
MPa
GPa
J/mm
gr/cc
%
620.5
34.7
413.7
689.5
41.4
60
2.14
1.80-2.07
0.2
620.5
34.7
344.7
689.5
31.0
60
2.14
1.80-2.07
0.2
165.5
27.6
344.7
620.5
31.0
60
2.14
1.80-2.07
0.2
Ultimate Transverse Shear (Double Shear)
Longitudinal Compresive Strength
Flexural Strength
Flexural Modulus
Flammability
Fire Retardant
Water Absorption (24 hr. immersion)
Longitudinal Coefficient of Thermal
Expansion
Ultimate Thread Shear (using fibreglass nut)
Ultimate Torque Strength
(fibreglass nut lubricated with SAE 10W30 motor oil)
Rod Weight
Nut Weight
Nut Dimensions
Color
Class 1
Newton
MPa
MPa
GPa
% max.
10 6
mm/mm/°C
Newton
NewtonMeter
Kg./m
grams
mm.(square)
xmm.(thick)
-
12 | TREADWELL treadwellgroup.com.au
Tensile Stress, LW
Tensile Stress, CW
Tensile Modulus, LW
Tensile Modulus, CW
Compressive Stress, LW
Compressive Stress, CW
Compressive Modulus, LW
Compressive Modulus, CW
Flexural Stress, LW
Flexural Stress, CW
Flexural Modulus, LW
Flexural Modulus, CW
Perpendicular Shear Stress, LW
Perpendicular Shear Stress, CW
Bearing Stress, LW
Notched Izod Impact, LW
Notched Izod Impact, CW
Barcol Hardness
24 Hour Water Absorption
Density
Coefficient Thermal Expansion, DW
Arc Resistance, LW
Dielectric Strength, LW
Dielectric Strength, PF
D-638
D-638
D-638
D-638
D-695
D-695
D-695
D-695
D-790
D-790
D-790
D-790
D-3846
D-3846
D-953
D-256
D-256
D-2583
D-570
D-792
D-696
D-495
D-149
D-149
E-84
D-635
94
E-662
seconds
kv./mm
volts/mil.
Flame Spread 25 max.
Non-burning
VO
Smoke Density 600-700
---
% max.
g/cc
10-6
mm/mm
/°C
40.0
0.6
1.72 - 1.94
8.0
120.0
1.37
200.0
120.0
1.37
120.0
1.37
120.0
1.37
200.0
120.0
1.37
120.0
1.37
40.0
0.6
1.72 - 1.94
8.0
40.0
0.6
1.72 - 1.94
8.0
40.0
0.6
1.72 - 1.94
8.0
40.0
0.6
1.72 - 1.94
8.0
40.0
0.6
1.72 - 1.94
8.0
MPa
MPa
GPa
GPa
MPa
MPa
GPa
GPa
MPa
MPa
GPa
GPa
MPa
MPa
MPa
J/mm
J/mm
Mechanical Properties
3.2
165.5
51.7
13.8
6.9
165.5
106.9
12.4
6.9
241.3
103.4
11.0
6.2
41.3
41.3
220.6
0.99
0.27
4.8 - 6.4
165.5
68.9
13.8
7.6
165.5
113.8
12.4
6.9
241.3
103.4
13.8
7.6
41.3
41.3
220.6
1.1
0.3
9.5 - 25.4
165.5
68.9
13.8
9.6
165.5
113.8
12.4
6.9
206.8
124.1
13.8
9.6
41.3
41.3
220.6
1.1
0.3
3.2
165.5
51.7
13.8
6.9
165.5
113.8
12.4
6.9
241.3
103.4
11.0
6.2
41.3
41.3
220.6
1.0
0.3
4.80 - 6.4
165.5
68.9
13.8
7.6
165.5
120.7
12.4
6.9
241.3
103.4
13.8
7.6
41.3
41.3
220.6
1.1
0.3
9.5 - 25.4
165.5
68.9
13.8
9.6
165.5
120.7
12.4
6.9
206.8
124.1
13.8
9.6
41.3
41.3
220.6
1.06
0.27
ASTM Units STD & FR
Thickness
VE
Typical Coupon Properties of Flat Sheet
Below are test results for typical coupon properties of Treadwell Group’s Flat Sheet. Properties are derived per the ASTM test method shown.
Synthetic surfacing veil and ultraviolet inhibitors are standard.
Tunnel Test
Flammability
UL
NBS Smoke Chamber
LW Lengthwise
CW Crosswise
PF Perpendicular to Laminate Face
Physical Properties
Electrical Properties
Flammability Properties For FR and VE
Coupon Properties
treadwellgroup.com.au
ArchitEX™
| 13ArchitEX™
| 13
TM
Comparison
COMPARE
ArchitEX™
vs Steel
Corrosion
Resistance
ArchitEX™
is available in either polyester or vinyl ester resin
for resistance to a broad range of chemicals.
Painting is beneficial in assisting with UV resistance when
subjected to prolonged exposure.
Subject to oxidation and corrosion.
Requires painting or galvanizing for many applications.
Weight
Lightweight - weight 25% as much as steel.
12.7mm thick plate = 0.002295 kgf/cm2
Could require lifting equipment to move and place.
12.7mm thick plate = 0.00996 kgf/cm2
Conductivity
Low electrical conductivity properties - high dielectric
capability
Low thermal conductivity 4 (BTU/SF/HR/F˚/IN).
Conducts electricity. Potential Shock Hazard
Thermal Conductivity 260-460 (BTU/SF/HR/F°/IN).
Strength
ArchitEX™
has a high strength-to-weight ratio and pound-for-
pound is stronger than steel in the lengthwise direction.
Tensile strength = 30 KSI , CW = 7 KSI
Homogeneous material.
Tensile strength = 60 KSI
Yield strength = 36 KSI
Stiffness
Modulus of Elasticity = 2.5 MSI
Will not permanently deform under working load.
Flexural modulus = 29 KSI
Modulus of Elasticity = 29 MSI
Impact
Resistance
Glass mats in ArchitEX™
distributes impact load to prevent
surface damage. Will not permanently deform under impact.
Can permanently deform under impact.
EMI/RFI
Transparency
Transparent to EMI/RFI transmissions. Can interfere with EMI/RFI transmissions.
Versatility
Pigments added to the resin provide color throughout the
part. Special colors available.
Must be painted for color. To maintain color and corrosion
resistance, repainting may be required.
Easy Field
Fabrication
ArchitEX™
can be field fabricated using simple carpenter
tools with carbide or diamond tip blades.
Lightweight for easier erection and installation.
Often requires welding and cutting torches.
Heavier material requires special handling equipment to erect
and install.
Cost
Lower installation and maintenance costs in industrial
applications often equals lower lifecycle costs.
Lower initial cost.
14 | TREADWELL treadwellgroup.com.au
TM
ArchitEX™
| 15
General Tolerance
ArchitEX™
| 15
Cross Sectional Tolerances
t = thickness
b = flange width
d = depth
d
b
t
t = thickness
b = flange width
d = depth
t = thickness
b = flange width
d = depth
t = thickness
b = width
± 10 %
± 4 %
± 4 %
± 10 %
± 4 %
± 4 %
± 10 %
± 4 %
± 4 %
± 15%
± 10 %
± 4 %
± 0.26mm min.
± 0.26mm min.
± 0.26mm min.
0.25mm min
1.27mm max
± 2.4mm max.
± 2.4mm max.
± 2.4mm max.
± 2.4mm max.
± 2.4mm max.
± 2.4mm max.
± 2.4mm max.
C Sections
Beams
Flat Sheet
Angles
Shapes Dimension Tolerance %
of Nominal
* Maximum
or Minimum
Tolerances
t
b
t
b
d
dt
b
16 | TREADWELL treadwellgroup.com.au16 | TREADWELL treadwellgroup.com.au
General Tolerance
Flatness
Cross Sectional Tolerance
Flatness is measured in the center with the weight of the profile minimising the deviation by contact with a flat surface
Shapes Dimension
Allowable deviation from flat
Outside Dimension
Condition
Tolerances
t = thickness
od = outside dimension
od = outside dimension
All
All
All
Up to 25.4mm 0.2mm
6.3mmOver 25.4mm
0.25mm min
2.39mm max
2.39mm max
Closed Shapes
Round, Square and Rectangular Tubes
Round Rod & Square Bar
Structural Shapes
Rods, Bars & Flat Sheet
Hollow Shapes
Width
Width
Up to 25.4mm
Over 25.4mm
Thickness
under 4.8mm
0.3mm
0.3mm x width
Thickness
4.8mm and over
0.2mm
4.8mm x width
All Thickness
od
od
od
od
t t
Allowable deviation from flat
TM
ArchitEX™
| 17
General Tolerance
ArchitEX™
| 17
Straightness
Straightness is measured in the centre with the weight of the pultrusion minimising the deviation by contact with a flat surface.
Allowable deviation from straight
(38.1mm)
----
2.4mm and over
All thickness
4.17mm/m
3.33mm/m
3.33mm/m
(38.1mm)
and over
All 2.5mm
2.5mm
4.2mm/m
Angle, Beam and C Section
Flat Sheet and Plate
Rods and Bars
Round, Square, and Rectangular Tube
Diameter/Depth Per Meter
All widths
All thickness
and widths
Width Thickness
Allowable deviation
from straight
Allowable deviation from straight
Allowable deviation from straight
18 | TREADWELL treadwellgroup.com.autreadwellgroup.com.au18 | TREADWELL
General Tolerance
Twist
Cut Lengths
Angularity
Twist is measured with the weight of the pultrusion minimising the twist.
Angularity is the angle measured between two prependicular faces of the profile.
All Profiles
All Profiles
Thickness up to 19mm 2°
0.003°/mm
0.003°/mm
ALLOWABLE DEVIATION FROM FLAT
ALLOWABLE DEVIATION FROM FLAT
Allowable twist
Allowable deviation from specific length
Allowable deviation from specific angle
up to 2.44m
2.44m <= 7.32m
> 7.32m
0 + 6.35mm
0 + 12.7mm
0 + 76.2mm
*All parts being cut from stock must allow for blade width
All Profiles Profiles 50.8mm and under
Profiles over 50.8mm
± 2°
± 1°
ALLOWABLE DEVIATION FROM FLATAllowable deviation from specific length
Squareness of Endcut
Bars and other Structural Profiles
other than Tubes
Closed Profiles (Tubes)
Angle
Angle
+ -
Twist
Twist
ArchitEX™
| 19
20 | TREADWELL treadwellgroup.com.au
Sectional Properties
Elements of Sections of Structural Shapes
The section table values on the following pages have been calculated from nominal dimensions. All shapes shown in the tables are available, but
not all are stocked. A shape availability list is included in the manual and, for convenience, availability information is noted on the individual uniform
load tables.
v
A
b
d
h
I
od
r
S
t
tb
td
Wt.
cross sectional area (in.2
/ mm.2
)
width of section (in. / mm.)
depth of section / diameter of rod (in. / mm.)
length of angle leg (in. / mm.)
moment of inertia (in.4
/ mm.4
)
outside diameter of tube (in. / mm.)
radius of gyration (in. / mm.)
section modulus (in.3
/ mm.3
)
thickness (in. / mm.)
thickness of width dimension (in. / mm.)
thickness of depth dimension (in. / mm.)
weight of section (lbs./ft. / kgs./m.)
Notation
TM
ArchitEX™
| 21
xx
y
y
Sectional Properties - C Section
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
F-P-CS(51/14/3.2)
F-P-CS(76/22/6.4)
F-P-CS(76/25/6.4)
F-P-CS(76/38/6.4)
F-P-CS(89/3.2/30/4.8)
F-P-CS(89/38/4.8)
F-P-CS(102/29/6.4)
F-P-CS(102/35/4.8)
F-P-CS(140/38/6.4)
F-P-CS(152/41/6.4)
F-P-CS(152/43/9.5)
F-P-CS(203/56/6.4)
F-P-CS(254/70/12.7)
F-P-CS(292/70/12.7)
F-P-CS(305/76/12.7)
F-P-CS(356/89/19.1)
F-P-CS(457/60/9.5)
50.8x14x3.2mmCSection
76.2x22.2x6.4mmCSection
76.2x25.4x6.4mmCSection
76.2x38.1x6.4mmCSection
88.9x3.2x30.2x4.8mmCSection
88.9x38.1x4.8mmCSection
101.6x28.6x6.4mmCSection
101.6x34.9x4.8mmCSection
139.7x38.1x6.4mmCSection
152.4x41.3x6.4mmCSection
152.4x42.9x9.5mmCSection
203.2x55.6x6.4mmCSection
254x69.6x12.7mmCSection
292.1x69.9x12.7mmCSection
304.8x76.2x12.7mmCSection
355.6x88.9x19.1mmCSection
457.2x60.32x9.5mmCSection
Sectional Proper-
C Section Sectional Dimensions
50.8
76.2
76.2
76.2
88.9
88.9
101.6
101.6
139.7
152.4
152.4
203.2
254
292.1
304.8
355.6
457.2
14.2
6.35
25.4
38.1
30.2
38.1
28.6
34.9
38.1
41.3
42.9
55.6
69.9
69.9
76.2
88.9
60.3
3.2
85.4
6.4
6.4
4.8
4.8
6.4
4.8
6.4
6.4
9.5
9.5
12.7
12.7
12.7
19.1
9.5
3.2
6.4
6.4
6.4
3.2
4.8
6.4
4.8
6.4
6.4
9.5
9.5
12.7
12.7
12.7
19.1
9.5
231.854375
685.4825
725.805
887.095
539.313438
740.925938
927.4175
771.167813
1290.32
1411.2875
2086.68938
2812.49438
4677.41
5161.28
5483.86
9435.465
5322.57
0.417666
1.234838
1.307475
1.598025
0.971527
1.334714
1.670663
1.389192
2.3244
2.542313
3.758991
5.066466
8.42595
9.2976
9.8787
16.99718
9.58815
Part Part Number
Web Flange
d b t(w) t(f) Area Weight
mm mm mm mm	 mm²	 Kg./m
d
b
Ro
R
td
tb
tI
22 | TREADWELL treadwellgroup.com.au
F-P-CS(51/14/3.2)
F-P-CS(76/22/6.4)
F-P-CS(76/25/6.4)
F-P-CS(76/38/6.4)
F-P-CS(89/3.2/30/4.8)
F-P-CS(89/38/4.8)
F-P-CS(102/29/6.4)
F-P-CS(102/35/4.8)
F-P-CS(140/38/6.4)
F-P-CS(152/41/6.4)
F-P-CS(152/43/9.5)
F-P-CS(203/56/6.4)
F-P-CS(254/70/12.7)
F-P-CS(292/70/12.7)
F-P-CS(305/76/12.7)
F-P-CS(356/89/19.1)
F-P-CS(457/60/9.5)
50.8x14x3.2mmCSection
76.2x22.2x6.4mmCSection
76.2x25.4x6.4mmCSection
76.2x38.1x6.4mmCSection
88.9x3.2x30.2x4.8mmCSection
88.9x38.1x4.8mmCSection
101.6x28.6x6.4mmCSection
101.6x34.9x6.4mmCSection
139.7x38.1x6.4mmCSection
152.4x41.3x6.4mmCSection
152.4x42.9x9.5mmCSection
203.2x55.6x6.4mmCSection
254x69.6x12.7mmCSection
292.1x69.9x12.7mmCSection
304.8x76.2x12.7mmCSection
355.6x88.9x19.1mmCSection
457.2x60.32x9.5mmCSection
Sectional Properties
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
Notation
Part Part Number
74757.63
480725.1
530044.2
727320.3
641312.6
841417.2
1196122
1090307
3236630
4239811
6055368
14890522
38492696
54725705
64394404
146822233.4
124352263.10
2943.205
12617.42
13911.88
19089.72
14427.69
18929.47
23545.62
21462.68
46336.73
55640.41
79466.55
146559.8
303091.2
374704.2
422534.2
825769.5
543971.6
17.95644
26.481.98
27.02379
28.633.74
34.48375
33.69912
35.91289
37.60107
50.08388
54.81075
53.86933
72.76279
90.71658
102.9715
422534.2
124.7425
152.8503
3366.77
23434.11
34956.9
115315.9
46437.71
96058.44
53868.32
77665.79
137456.5
177874.7
272708.4
635340
1659560
1717580
108.363
5061997
961388.7
319.8575
1484.895
1942.944
4390.313
2171.325
3486.12
2558.86
2982.765
4744.467
5626.449
8636.152
15077.91
31513.82
31998.13
2246678
75735.3
19197.61
3.810652
5.846909
6.939956
11.40144
9.279295
11.38625
7.621304
10.03554
10.32129
11.22663
11.43196
15.02995
18.83623
18.24231
38310.27
23.16218
13.43968
846.8241
10297.38
10839.35
13007.22
1592.029
5944.705
13549.19
6173.348
18426.89
20052.8
68592.76
90542.44
268815.9
294830.3
20.24079
1229182
166451.8
44.75
63.5
63.5
63.5
79.375
79.375
88.9
92.075
127
139.7
133.35
184.15
228.6
266.7
279.4
317.5
438.15
141.129
403.225
403.225
403.225
252.016
378.023
564.515
438.507
806.45
887.095
1270.159
1754.029
2903.22
3387.09
3548.38
6048.375
4173.379
3.761685
6.443382
7.408333
11.83409
8.775759
10.54554
7.52337
8.886887
9.128125
9.661071
11.28505
13.42547
17.18879
16.17266
17.55588
22.06218
10.24659
25.4
38.1
38.1
38.1
44.45
44.45
50.8
50.8
69.85
76.2
76.2
101.6
127
146.05
152.4
177.8
228.6
X - X Y - Y
l S r l S r J h C C A
mm4
	 mm³	 mm mm4
mm³ mm mm	 mm	 mm	 mm mm
C Section Section Properties
TM
ArchitEX™
| 23
d
b
R = td
R = ½ t
tb
y
y
Sectional Properties – I-Beam
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
*457.20 I Beam - Web = 9.53mm Flange = 12.70mm
*609.60 I Beam - Web = 9.53mm Flange = 19.05mm xx
76.2x38.1x6.4mmI-Beam
88.9x38.1x4.8mmI-Beam
101.6x50.8x6.4mmI-Beam
139.7x63.5x6.4mmI-Beam
152.4x76.2x6.4mmI-Beam
152.4x76.2x9.5mmI-Beam
203.2x101.6x9.5mmI-Beam
203.2x101.6x12.7mmI-Beam
254x127x9.5mmI-Beam
254x127x12.7mmI-Beam
304.8x152.4x12.7mmI-Beam
457.2x9.5x114.3x12.7mmI-Beam
609.6x9.5x190.5x19.1mmI-Beam
F-P-IS(76/38/6.4)
F-P-IS(89/38/4.8)
F-P-IS(102/51/6.4)
F-P-IS(140/64/6.4)
F-P-IS(152/76/6.4)
F-P-IS(152/76/9.5)
F-P-IS(203/102/9.5)
F-P-IS(203/102/12.7)
F-P-IS(254/127/9.5)
F-P-IS(254/127/12.7)
F-P-IS(305/152/12.7)
F-P-IS(457/9.5/114/12.7)
F-P-IS(610/9.5/191/19.1)
76.2
88.9
101.6
139.7
152.4
152.4
203.2
203.2
254.0
254.0
304.8
457.2
609.6
38.1
38.1
50.8
63.5
76.2
76.2
101.6
101.6
127.0
127.0
152.4
114.3
190.5
6.4
4.8
6.4
6.4
6.4
9.5
9.5
12.7
9.5
12.7
12.7
12.7
19.1
6.4
4.8
6.4
6.4
6.4
9.5
9.5
12.7
9.5
12.7
12.7
9.5
9.5
886.88
740.74
1209.38
1612.50
1854.38
2721.09
3688.59
4837.50
4656.09
6127.50
7417.50
7014.38
12698.44
1.60
1.33
2.18
2.91
3.34
4.90
6.65
8.72
8.39
11.04
13.37
12.64
22.88
Part Part Number
Web Flange
d b t(w) t(f) Area Weight
mm mm mm mm	 mm²	 Kg./m
I-Beam Sectional Dimensions
Sectional Properties
24 | TREADWELL treadwellgroup.com.au
76.2x38.1x6.4mmI-Beam
88.9x38.1x4.8mmI-Beam
101.6x50.8x6.4mmI-Beam
139.7x63.5x6.4mmI-Beam
152.4x76.2x6.4mmI-Beam
152.4x76.2x9.5mmI-Beam
203.2x101.6x9.5mmI-Beam
203.2x101.6x12.7mmI-Beam
254x127x9.5mmI-Beam
254x127x12.7mmI-Beam
304.8x152.4x12.7mmI-Beam
457.2x9.5x114.3x12.7mmI-Beam
609.6x9.5x190.5x19.1mmI-Beam
F-P-IS(76/38/6.4)
F-P-IS(89/38/4.8)
F-P-IS(102/51/6.4)
F-P-IS(140/64/6.4)
F-P-IS(152/76/6.4)
F-P-IS(152/76/9.5)
F-P-IS(203/102/9.5)
F-P-IS(203/102/12.7)
F-P-IS(254/127/t9.5)
F-P-IS(254/127/12.7)
F-P-IS(305/152/12.7)
F-P-IS(457/9.5/114/12.7)
F-P-IS(610/9.5/191/19.1)
Part Part Number
727321.06
841418.03
1837271.53
4671764.18
6606589.95
9301187.11
23121371.16
29396344.43
46462849.07
59642494.69
105705439.13
207348286.11
781189968.36
19089.79
18929.54
36166.76
66882.81
86700.66
122062.82
227572.55
289334.10
365849.21
469625.94
693605.24
907035.37
2562959.21
28.63
33.70
38.97
53.82
59.68
58.46
79.16
77.94
99.88
98.65
119.36
171.91
248.00
59887.46
44613.92
140640.70
273693.84
471241.18
711993.53
1678186.98
2250251.14
3268727.58
4374765.71
7539838.84
3191852.00
21990859.78
3143.70
2341.94
5537.04
8620.28
12368.53
18687.49
33035.18
44296.28
51476.02
68893.95
98948.28
55850.44
230878.17
8.22
7.76
10.78
13.03
15.94
16.17
21.33
21.57
26.49
26.71
31.88
21.33
41.61
11923.30
5601.75
16259.04
21678.72
24930.53
82311.39
111577.66
260144.64
140843.93
329516.55
398888.45
280468.44
1042610.94
63.50
79.38
88.90
127.00
139.70
133.35
184.15
177.80
234.95
228.60
279.40
431.80
571.50
403.23
378.02
564.52
806.45
887.10
1270.16
1754.03
2258.06
2237.90
2903.22
3548.38
4112.90
5443.54
19.05
19.05
25.40
31.75
38.10
38.10
50.80
50.80
63.50
63.50
76.20
57.15
95.25
38.10
44.45
50.80
69.85
76.20
76.20
101.60
101.60
127.00
127.00
152.20
228.60
304.80
X - X Y - Y
l S r l S r J h A C C
mm4
	 mm³	 mm	 mm4
mm³ mm mm mm	 mm	 mm mm
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
I-Beam Section Properties
Sectional Properties
TM
ArchitEX™
| 25
y
y
Sectional Properties - WF-Beam
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
xx
76.2x6.4mmWF-Beam
101.6x6.4mmWF-Beam
152.4x6.4mmWF-Beam
152.4x9.5mmWF-Beam
203.2x9.5mmWF-Beam
203.2x12.7mmWF-Beam
254x9.5mmWF-Beam
254x12.7mmWF-Beam
304.8x12.7mmWF-Beam
F-P-WFB(76/6.4)
F-P-WFB(102/6.4)
F-P-WFB(152/6.4)
F-P-WFB(152/9.5)
F-P-WFB(203/9.5)
F-P-WF(B203/12.7)
F-P-WFB(254/9.5)
F-P-WFB(254/12.7)
F-P-WFB(305/12.7)
76.2
101.6
152.4
152.4
203.2
203.2
254.0
254.0
304.8
76.2
101.6
152.4
152.4
203.2
203.2
254.0
254.0
304.8
6.4
6.4
6.4
9.5
9.5
12.7
9.5
12.7
12.7
1374.2
1864.5
2832.3
4180.6
5632.2
7425.8
7135.5
9361.3
11296.8
2.44
3.20
5.06
7.29
9.66
12.95
13.01
16.22
19.64
1319454
3304878
11771025
16720016
41285995
52844742
82634425
106638491
188323909
Part NumberPart
Web Flange
34577
65057
154530
219423
406399
520125
650730
839673
1236404
31.0
42.2
64.5
63.2
85.6
84.3
107.7
106.9
129.0
470342
1111338
3750245
5627449
13331893
17789731
26031113
34722026
59983111
12290
21959
49161
73906
131260
175178
205002
273336
393617
18.5
24.4
36.3
36.6
48.8
49.0
60.5
61.1
72.9
d b t(f) Area Weight
mm mm mm mm² Kg./m
X - X Y - Y
l S r l S r
mm4
	 mm³ mm mm4
mm³ mm	
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
WF-Beam Sectional Dimensions Section Properties
Sectional Properties
tw
tf
d
b
26 | TREADWELL treadwellgroup.com.au
y
y
xx
Sectional Properties - Equal Leg Angle
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
Part NumberPart d b t(f) Area Weight
mm mm mm mm² Kg./m
l S r C
mm4
	 mm³	 mm	 mm
25.4 x 3.2mm Equal Leg Angle
31.8 x 3.2mm Equal Leg Angle
38.1 x 4.8mm Equal Leg Angle
38.1 x 6.4mm Equal Leg Angle
50.8 x 6.4mm Equal Leg Angle
76.2 x 6.4mm Equal Leg Angle
76.2 x 9.5mm Equal Leg Angle
76.2 x 12.7mm Equal Leg Angle
101.6 x 6.4mm Equal Leg Angle
101.6 x 9.5mm Equal Leg Angle
101.6 x 12.7mm Equal Leg Angle
152.4 x 9.5mm Equal Leg Angle
152.4 x 101.6 x 12.7mm
Unequal Leg Angle
F-P-ELA(25/3.2)
F-P-ELA(32/3.2)
F-P-ELA(38/4.8)
F-P-ELA(38/6.4)
F-P-ELA(51/6.4)
F-P-ELA(76/6.4)
F-P-ELA(76/9.5)
F-P-ELA(76/12.7)
F-P-ELA(102/6.4)
F-P-ELA(102/9.5)
F-P-ELA(102/12.7)
F-P-ELA(152/9.5)
F-P-UELA(152/102/12.7)
25.4
31.8
38.1
38.1
50.8
76.2
76.2
76.2
101.6
101.6
101.6
152.4
152.4
25.4
31.8
38.1
38.1
50.8
76.2
76.2
76.2
101.6
101.6
101.6
152.4
101.6
151.17
191.48
339.29
443.44
604.69
927.19
1360.55
1773.75
1249.69
1844.30
2418.75
2811.80
3707.75
0.27
0.35
0.61
0.80
1.09
1.67
2.45
3.20
2.25
3.32
4.36
5.07
6.68
3.2
3.2
4.8
6.4
6.4
6.4
9.5
12.7
6.4
9.5
12.7
9.5
12.7
9042.40
18291.87
45676.24
57658.00
144678.36
517891.66
732434.19
922528.08
1265062.58
1814196.10
2314853.73
6404379.33
8286266.60
505.56
807.85
1702.44
2195.17
4044.50
9450.02
13650.17
17561.32
17131.47
24959.13
32355.97
57818.72
75600.12
7.73
9.77
11.60
11.40
15.47
23.63
23.20
22.80
31.81
31.36
30.93
47.72
47.26
7.51
9.11
11.27
11.83
15.03
21.40
22.54
23.67
27.76
28.91
30.06
41.63
42.79
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
Equal Leg Angle Sectional Dimensions Section Properties
Sectional Properties
d
t
t
b
cy
cx
TM
ArchitEX™
| 27
Sectional Properties – Rectangular Hollow Section
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
y
y
R= 1/32
R= 3/32
tb
td
d
b
xx
Sectional Proper-
Part Part Number
d b t(d) t(b) Area Weight
mm mm mm mm mm²	 Kg./m
38.1
38.1
50.8
101.6
101.6
111.13
139.70
152.40
19.1
25.4
25.4
25.4
50.8
34.93
88.90
101.60
3.2
3.2
3.2
3.2
6.4
4.8
6.4
6.4
3.2
3.2
3.2
3.2
3.2
3.2
6.4
6.4
322.50
362.81
443.44
765.94
1209.38
977.58
2741.25
3063.75
0.58
0.65
0.80
1.38
2.18
1.76
4.94
5.52
38.1 x 19.1 x 3.2mm Rectangular
Hollow Section
38.1 x 25.4 x 3.2mm Rectangular
Hollow Section
50.8 x 25.4 x 3.2mm Rectangular
Hollow Section
101.6 x 25.4 x 3.2mm Rectangular
Hollow Section
101.6 x 3.2 x 50.8 x 6.4mm Rectangular
Hollow Section
111.1 x 3.2 x 34.9 x 4.8mm Rectangular
Hollow Section
139.7 x 89 x 6.4mm Rectangular
Hollow Section
152.4 x 101.6 x 6.4mm Rectangular
Hollow Section
F-P-RHS(38/19/3.2)
F-P-RHS(38/25/3.2)
F-P-RHS(51/25/3.2)
F-P-RHS(102/25/3.2)
F-P-RHS(102/3.2/51/6.4)
F-P-RHS(111/3.2/35/4.8)
F-P-RHS(140/9/6.4)
F-P-RHS(152/102/6.4)
Rectangular Hollow Section
Sectional Dimensions
28 | TREADWELL treadwellgroup.com.au
Part Part Number X - X Y - Y
l S r A I S r A J
mm4
	 mm³ mm mm mm4
	 mm3
mm	 mm	 mm
53925.82
66255.59
138066.35
848044.43
1837271.53
1496449.87
7190831.45
9770599.14
2830.75
3477.98
5435.68
16693.79
36166.76
26932.73
102946.76
128223.09
12.93
13.51
15.95
33.27
38.97
39.12
51.21
56.47
7.94
7.94
11.11
23.81
22.23
25.40
63.50
69.85
16530.02
33737.51
7723.04
83869.55
459317.88
196946.09
3496777.55
5140024.53
1735.44
2656.50
1216.23
6603.90
18083.38
11278.23
78667.66
101181.59
7.16
9.64
4.61
10.46
19.49
14.19
35.71
40.95
38424.68
66944.34
22864.28
251849.32
1097485.20
567843.60
7128058.80
10185432.86
80.65
120.97
40.32
120.97
564.52
272.18
967.74
1129.03
38.1x19.1x3.2mmRectangular
HollowSection
38.1x25.4x3.2mmRectangular
HollowSection
50.8x25.4x3.2mmRectangular
HollowSection
101.6x25.4x3.2mmRectangular
HollowSection
101.6x3.2x50.8x6.4mmRectangular
HollowSection
111.1x3.2x34.9x4.8mmRectangular
HollowSection
139.7x8.9x6.4mmRectangular
HollowSection
152.4x101.6x6.4mmRectangular
HollowSection
F-P-RHS(38/19/3.2)
F-P-RHS(38/25/3.2)
F-P-RHS(51/25/3.2)
F-P-RHS(102/25/3.2)
F-P-RHS(102/3.2/51/6.4)
F-P-RHS(111/3.2/35/4.8)
F-P-RHS(140/9/6.4)
F-P-RHS(152/102/6.4)
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
Rectangular Hollow Section Section Properties
Sectional Properties
TM
ArchitEX™
| 29
Sectional Properties - Circular Hollow Section
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
OD
t
y
y
xx
25.4 x 2.4mm Circular Hollow Section
25.4 x 3.2mm Circular Hollow Section
28.6 x 3.2mm Circular Hollow Section
31.8 x 2.4mm Circular Hollow Section
31.8 x 3.2mm Circular Hollow Section
31.8 x 6.4mm Circular Hollow Section
38.1 x 3.2mm Circular Hollow Section
38.1 x 6.4mm Circular Hollow Section
44.5 x 3.2mm Circular Hollow Section
44.5 x 6.4mm Circular Hollow Section
47.6 x 4.8mm Circular Hollow Section
50.8 x 6.4mm Circular Hollow Section
76.2 x 6.4mm Circular Hollow Section
76.2 x 12.7mm Circular Hollow Section
F-P-CHS(25/2.4)
F-P-CHS(25/3.2)
F-P-CHS(29/3.2)
F-P-CHS(32/2.4)
F-P-CHS(32/3.2)
F-P-CHS(32/6.4)
F-P-CHS(38/3.2)
F-P-CHS(38/6.4)
F-P-CHS(45/3.2)
F-P-CHS(45/6.4)
F-P-CHS(48/4.8)
F-P-CHS(51/6.4)
F-P-CHS(76/6.4)
F-P-CHS(76/12.7)
25.4
25.4
28.6
31.8
31.8
31.8
38.1
38.1
44.5
44.5
47.6
50.8
76.2
76.2
2.4
3.2
3.2
2.4
3.2
6.4
3.2
6.4
3.2
6.4
4.8
6.4
6.4
12.7
174.2
219.4
251.6
219.4
283.9
509.7
348.4
632.3
412.9
761.3
638.7
883.9
1393.5
2535.5
0.33
0.37
0.49
0.40
0.48
0.91
0.67
1.18
0.76
1.40
1.31
1.61
2.53
4.43
12487
12487
20812
24974
29136
41623
54110
83246
87409
141519
149843
224765
857437
1327778
983
1147
1475
1475
1803
2786
2786
4425
3933
6391
6227
8849
22450
34904
Part NumberPart
Diametre Wall
8.1
7.9
9.1
10.4
10.2
9.1
12.4
11.4
14.7
13.7
15.2
15.7
24.9
22.9
od t Area Weight
mm mm mm²	 Kg./m
l S r
mm4
	 mm³	 mm	
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
Circular Hollow Section Sectional Dimensions Section Properties
Sectional Properties
30 | TREADWELL treadwellgroup.com.au
Section Properties - Solid Bars
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
y
y
xxd
b
F-P-SQB(25)
F-P-SQB(32)
F-P-SQB(38)
F-P-REB(19/38.1)
F-P-REB(25/38.1)
F-P-REB(25/50.8)
25.4
31.8
38.1
38.1
38.10
50.8
25.4
31.8
38.1
19.05
25.4
12.7
645.2
1006.4
1451.6
725.81
967.74
645.16
1.31
2.04
2.95
1.31
1.74
1.16
33299
83246
174817
87798.82
117065.09
138743.81
2786
5408
9177
4608.86
6145.15
5462.35
Part Part Number
7.4
9.1
10.9
11.00
11
14.66
33299
83246
174817
21949.70
52028.93
8671.49
2786
5408
9177
2304.43
4096.77
1365.59
7.4
9.1
10.9
5.50
7.33
3.67
d b Area Weight
mm mm mm² Kg./m
l S r l S r
mm4
mm³ mm mm4
mm³ mm	
X - X Y - Y
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
Solid Bars Section Dimensions Section Properties
Square Bar
25.4mm Square Bar
31.8mm Square Bar
38.1mm Square Bar
Rectangular Bar
19.1 x 38.1mm Rectangular Bar
25.4 x 38.1mm Rectangular Bar
25.4 x 50.8mm Rectangular Bar
Sectional Properties
TM
ArchitEX™
| 31
Sectional Properties - Circular Round Bar
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table
are available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
6.4
7.6
7.9
8.9
9.5
11.1
12.0
12.2
12.7
15.9
19.1
20.6
22.2
25.4
31.8
38.1
31.6
45.8
49.7
61.9
71.0
96.8
112.9
116.8
126.5
198.1
285.2
334.2
387.7
506.5
791.6
1139.4
0.07
0.09
0.1
0.12
0.14
0.20
0.22
0.24
0.26
0.40
0.59
0.68
0.79
1.04
163
2.34
83
166
208
291
416
749
999
1082
1290
3122
6493
8907
11987
20437
49865
103434
26
44
49
69
85
134
169
179
202
393
678
864
1078
1609
3141
5429
1.6
1.9
2.0
2.2
2.4
2.8
3.0
3.0
3.2
4.0
4.8
5.2
5.6
6.4
7.9
9.5
Part NumberPart d Area Weight
mm mm²	 Kg./m
l S r
mm4
	 mm³	 mm	
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
Circular Round Bar Sectional Dimensions Section Properties
6.4mm Circular Round Bar
7.6mm Circular Round Bar
7.9mm Circular Round Bar
8.9mm Circular Round Bar
9.5mm Circular Round Bar
11.1mm Circular Round Bar
12mm Circular Round Bar
12.2mm Circular Round Bar
12.7mm Circular Round Bar
15.9mm Circular Round Bar
19.1mm Circular Round Bar
20.6mm Circular Round Bar
22.2mm Circular Round Bar
25.4mm Circular Round Bar
31.8mm Circular Round Bar
38.1mm Circular Round Bar
F-P-CB(6.4)
F-P-CB(7.6)
F-P-CB(7.9)
F-P-CB(8.9)
F-P-CB(9.5)
F-P-CB(11.1)
F-P-CB(12)
F-P-CB(12.2)
F-P-CB(12.7)
F-P-CB(15.9)
F-P-CB(19.1)
F-P-CB(20.6)
F-P-CB(22.2)
F-P-CB(25.4)
F-P-CB(31.8)
F-P-CB(38.1)
Sectional Properties
D
y
y
xx
32 | TREADWELL treadwellgroup.com.au
Section Properties - Embedment Angle
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
25.4
38.1
50.8
696.8
774.2
858.1
1.43
1.64
1.68
116544
212278
366283
4916
5407
8849
12.9
16.5
20.6
212278
212278
212278
5407
5407
5407
17.5
16.5
15.7
6.4
6.4
6.4
Part Part Number d t Area Weight
mm mm mm² Kg./m
l S r l S r
mm4
mm³ mm	 mm4
mm³ mm	
X - X Y - Y
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation Notation
Embedment Angle Section Dimensions Section Properties
25.4 x 6.4mm Embedment Angle
38.1 x 6.4mm Embedment Angle
50.8 x 6.4mm Embdement Angle
F-P-EA(25/6.4)
F-P-EA(38/6.4)
F-P-EA(51/6.4)
Sectional Properties
y
y
t
xx
TM
ArchitEX™
| 33
Sectional Properties - Square Hollow Section
The section values shown on this page have been calculated from the
nominal dimensions of the profile. All the shapes listed in the table are
available but not all are stocked. For information on availability and
price, contact Treadwell Group on 1800 246 800.
y
y
xxd
b
t
25.4 x 3.2mm Square Hollow Section
25.4 x 6.4mm Square Hollow Section
31.8 x 3.2mm Square Hollow Section
31.8 x 6.4mm Square Hollow Section
38.1 x 3.2mm Square Hollow Section
38.1 x 6.4mm Square Hollow Section
44.5 x 3.2mm Square Hollow Section
44.5 x 6.4mm Square Hollow Section
50.8 x 3.2mm Square Hollow Section
50.8 x 6.4mm Square Hollow Section
50.8 x 9.6mm Square Hollow Section
57.2 x 3.2mm Square Hollow Section
76.2 x 3.2mm Square Hollow Section
76.2 x 6.4mm Square Hollow Section
88.9 x 6.4mm Square Hollow Section
101.6 x 6.4mm Square Hollow Section
101.6 x 8mm Square Hollow Section
101.6 x 9.5mm Square Hollow Section
127 x 8mm Square Hollow Section
152.4 x 9.5mm Square Hollow Section
F-P-SHS(25/25//3.2)
F-P-SHS(25/25/6.4)
F-P-SHS(3/322/3.2)
F-P-SHS(32/32/6.4)
F-P-SHS(38/38/3.2)
F-P-SHS(38/38/6.4)
F-P-SHS(45/45/3.2)
F-P-SHS(45/45/6.4)
F-P-SHS(51/51/3.2)
F-P-SHS(51/51/6.4)
F-P-SHS(51/51/9.6)
F-P-SHS(57/57/3.2)
F-P-SHS(76/76/3.2)
F-P-SHS(76/76/6.4)
F-P-SHS(89/89/6.4)
F-P-SHS(102/102/6.4)
F-P-SHS(102/102/8)
F-P-SHS(102/102/9.5)
F-P-SHS(127/127/8)
F-P-SHS(152/152/9.5)
25.4
25.4
31.8
31.8
38.1
38.1
44.5
44.5
50.8
50.8
50.8
57.2
76.2
76.2
88.9
101.6
101.6
101.6
127
152.4
3.2
6.4
3.2
6.4
3.2
6.4
3.2
6.4
3.2
6.4
9.5
3.2
3.2
6.4
6.4
6.4
8
9.5
8
9.5
282.19
483.75
362.81
645.00
443.44
806.25
524.06
967.5
604.69
1128.75
1572.19
685.31
927.19
1773.75
2096.25
2418.75
2995.2
3507.19
3808
5442.19
0.51
0.87
0.65
1.16
0.80
1.45
0.94
1.74
1.09
2.03
2.83
1.23
1.67
3.20
3.78
4.36
5.32
6.32
6.48
9.81
Part NumberPart d t Area Weight
mm mm mm² Kg./m
Square Hollow Section Sectional Dimensions
Sectional Properties
34 | TREADWELL treadwellgroup.com.au34 | TREADWELL treadwellgroup.com.au
25.4 x 3.2mm Square Hollow Section
25.4 x 6.4mm Square Hollow Section
31.8 x 3.2mm Square Hollow Section
31.8 x 6.4mm Square Hollow Section
38.1 x 3.2mm Square Hollow Section
38.1 x 6.4mm Square Hollow Section
44.5 x 3.2mm Square Hollow Section
44.5 x 6.4mm Square Hollow Section
50.8 x 3.2mm Square Hollow Section
50.8 x 6.4mm Square Hollow Section
50.8 x 9.6mm Square Hollow Section
57.2 x 3.2mm Square Hollow Section
76.2 x 3.2mm Square Hollow Section
76.2 x 6.4mm Square Hollow Section
88.9 x 6.4mm Square Hollow Section
101.6 x 6.4mm Square Hollow Section
101.6 x 8mm Square Hollow Section
101.6 x 9.5mm Square Hollow Section
127 x 8mm Square Hollow Section
152.4 x 9.5mm Square Hollow Section
F-P-SHS(25/25//3.2)
F-P-SHS(25/25/6.4)
F-P-SHS(3/322/3.2)
F-P-SHS(32/32/6.4)
F-P-SHS(38/38/3.2)
F-P-SHS(38/38/6.4)
F-P-SHS(45/45/3.2)
F-P-SHS(45/45/6.4)
F-P-SHS(51/51/3.2)
F-P-SHS(51/51/6.4)
F-P-SHS(51/51/9.6)
F-P-SHS(57/57/3.2)
F-P-SHS(76/76/3.2)
F-P-SHS(76/76/6.4)
F-P-SHS(89/89/6.4)
F-P-SHS(102/102/6.4)
F-P-SHS(102/102/8)
F-P-SHS(102/102/9.5)
F-P-SHS(127/127/8)
F-P-SHS(152/152/9.5)
mm mm mm² Kg./m
1867.01
2560.47
3149.38
4642.98
4772.43
7396.91
6736.47
10827.13
9041.66
14936.07
18515.39
11688.07
21675.08
38179.43
53891.77
72333.24
86720.87
98618.05
142175.33
244124.69
19.05
12.70
25.40
19.05
31.75
25.40
38.10
31.75
44.45
38.10
31.75
50.80
69.85
63.50
76.20
89.90
85.6
82.55
111
133.35
120.94
161.25
161.25
241.88
201.56
322.5
241.88
403.13
282.19
483.75
604.69
322.5
443.44
806.25
967.5
1128.75
1369.6
1572.19
1776
2539.69
30498.37
32924.52
66672.16
83246.20
123983.52
169364.83
207309.81
301024.21
321528.54
487973.94
544188.24
471517.33
1184880.57
1983736.35
3316956.92
5144456.63
7173310.30
6738104.51
14452895
26043811.71
23711.08
32518.05
49996.50
73707.57
90915.04
140911.54
149718.51
240633.55
229658.71
379377.21
470292.25
333987.44
825822.90
1454640.63
2395496.12
3674539.30
4405420.03
5009811.60
9028133.33
18602355.19
9.17
8.20
11.74
10.69
14.32
13.22
16.90
15.77
19.49
18.33
17.29
22.07
29.84
28.63
33.80
38.97
38.35
37.79
48.69
58.46
Part NumberPart l S r J dw
aw
mm4
mm³	 mm	 mm4
mm³ mm2
r radius of gyration mm
S section modulus mm3
t thickness mm
tb thickness of width dimension mm
td thickness of depth dimension mm
Wt. weight of section mm
Notation
Square Hollow Section Section Properties
Sectional Properties
A cross section area mm2
b width of section mm
d depth of section / diametre of rod mm
h length of angle leg mm
l moment of inertia mm4
od outside diametre of tube mm
Notation
TM
ArchitEX™
| 35
36 | TREADWELL treadwellgroup.com.au36 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Allowable Uniform Load Tables
Full section 3-point bending tests were conducted on Treadwell Reinforced Plastics' H-Beams, I-Beams, C Section and Square Hollow Section. The
allowable uniform load tables were generated using these tests results as well as the formulas, properties, and assumptions listed below. Formulas
for critical buckling and lateral-torsional buckling developed from theory are presented in Chapter 6 and 7 of the ASCE Structural Plastics Design
Manual.
Assumptions
∙ Beam simply supported at both ends
∙ Uniformly distributed load
∙ Load is applied perpendicular to major axis
∙ Part weight has been deducted in tables
∙ Safety factor of 3.0 for both ultimate material flexural and shear stress and 2.5 for
buckling stresses
v
Aw
b
bc
bh
d
E
fb
Fb
FaCB
FaLTB
fv
Fv
G
I
J
L
M
Sx
t
V
w
vt
vr
area of web (in.2
/ mm.2
)
flange width (in. / mm.)
C Section flange minus thickness (in. / mm.)
1/2 of flange width (in. / mm.)
depth of section (in. / mm.)
modulus of elasticity (lbs. / in.2
/ GPa)
actual flexural stress (lbs. / in.2
/ MPa)
maximum allowable flexural stress (lbs. / in.2
/ MPa)
maximum allowable buckling stress (lbs. / in.2
/ MPa)
maximum allowable lateral-torsional buckling stress (lbs. / in.2
/ MPa)
actual shear stress (lbs. / in.2
/ MPa)
maximum allowable shear stress (lbs. / in.2
/ MPa)
shear modulus (lbs. / in.2
/ GPa)
moment of inertia (in.4
/ mm.4
)
torsion costant (in.4
/ mm.4
)
length of span (in. / mm.)
maximum moment (lbs.-in. / N.-m.)
section modulus (in.3
/ mm3
)
flange thickness (in. / mm.)
vertical shear force (lbs. / N.)
uniform load (lbs./in. / N/m.)
poission's ratio (longitudinal)
poission's ratio (transverse)
Notation
TM
ArchitEX™
| 37ArchitEX™
| 37
Beams - Allowable Uniform Loads
Properties / Allowables Formulas
Allowable Critical Buckling Stress for laterally supported WF and I Beams
Allowable Lateral-Torsional Buckling Stress for laterally unsupported WF and I Beams
Allowable Critical Buckling Stress for C Sections laterally supported to eliminate warping and twist
C = 1.13 and K = 1.0 for uniform load simple beam*
Allowable Bending Stress for Square Tube (b/t <=16)
Fb
= 10,000 psi.
E = 2.8 x 106
lbs./in.2
E = 19.3 GPa
G = 450,000 lbs. /in.2
G = 3.1 GPa
Fb
= 10,000 lbs./in2
Fb
= 68.9 MPa
Fv
= 1500 lbs./in2
Fv
= 10.3 MPa
5wL4
+
wL2
384EI 8Aw
G
Δ =
fb
=
M
Sx
fv
=
V
Aw
FaCB
= .935
√
Et3
12λ
– (.656)
VT
Et3
12λ
VT
Et3
12λ
+(2.082)
Gt3
12
/ 2.5
π2
bh
2
t
λ = 1–VL
VT
√
EIy
GJ +
d2
π2
E2
Iy
2
(4)(KL)2
/ 2.5
C π
S(KL)
FaLTB
=
FaCB
= G(t/bc
)2
/2.5
38 | TREADWELL treadwellgroup.com.au
TM
ArchitEX™
| 39
Beams - Allowable Uniform Loads
Span
(m)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
9110
5157
3296
2286
1676
1281
1009
815
8999
5049
3221
2228
1629
1240
974
783
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
L/100
8622
3901
2063
1213
769
515
360
261
L/100
----
----
2763
1629
1032
690
479
340
L/150
5744
2597
1371
805
509
340
236
170
L/150
7456
3440
1832
1077
679
450
310
219
L/180
4785
2162
1141
669
422
281
195
140
L/180
6208
2862
1522
892
561
370
253
178
L/240
3586
1619
853
498
314
208
143
102
L/240
4649
2139
1134
662
413
270
183
126
L/360
2387
1075
565
328
205
135
92
64
L/360
3090
1416
746
432
266
170
112
74
Maximum Load
(N/m)
The part weight has been deducted in the above table.
The part weight has been deducted in the above table.
Aw
Aw
Wt.
Wt.
403.2mm2
403.2mm2
1.18kg/m
1.50kg/m
528614mm4
13929mm3I S
728405mm4
19009mm3I S
Part: 76.2 x 25.4 x 6.4mm C Section
Part Number: F-P-CS(76/25/6.4)
Part: 76.2 x 38.1 x 6.4mm C Section
Part Number: F-P-CS(76/38/6.4)
25.4mm
76.2mm
6.4mm
6.4mm
76.2mm
38.1mm
Deflection (N/m)
Deflection (N/m)
Span
(m)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
Maximum Load
(N/m)
40 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
4353
2442
1558
1077
788
600
471
378
310
258
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
292
223
L/150
----
----
----
----
753
506
355
256
190
144
L/180
----
----
----
980
625
419
293
211
156
117
L/240
----
2286
1233
731
465
311
216
155
113
84
L/360
3228
1519
817
483
305
202
139
98
71
51
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.348.3mm2
1.28kg/m
799164mm4
18026mm3I S
38.1mm
88.9mm
4.8mm
727
409
261
181
133
101
80
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
257
153
98
66
46
L/150
680
318
171
101
65
43
30
L/180
566
265
142
84
54
36
25
L/240
425
198
106
63
40
27
19
L/360
283
132
71
42
26
17
12
The part weight has been deducted in the above table.
Aw
Wt.483.8mm2
1.74kg/m
994793mm4
22450mm3I S
Span
(m)
3
4
5
6
7
8
9
Maximum Load
(N/m)
38.1mm
Deflection (N/m)
Part: 88.9 x 38.1 x 4.8mm C Section
Part Number: F-P-CS(89/38/4.8)
Deflection (N/m)
Part: 88.9 x 38.1 x 6.4mm C Section
Part Number: F-P-CS(89/38/6.4)
88.9mm
6.4mm
TM
ArchitEX™
| 41
Beams - Allowable Uniform Loads
12755
7767
4965
3444
2526
1930
1522
1230
6343
3562
2275
1576
1154
881
693
559
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
4497
2677
1712
1156
815
594
L/100
----
----
----
----
----
----
----
540
L/150
11843
5553
2993
1779
1136
766
538
391
L/150
----
----
----
----
1029
695
490
356
L/180
9867
4625
2492
1480
944
636
446
323
L/180
----
----
2237
1336
855
577
406
295
L/240
7396
3465
1865
1106
705
473
331
238
L/240
----
3086
1675
999
638
430
301
218
L/360
4926
2305
1238
733
465
310
215
154
L/360
4322
2053
1112
662
421
282
196
141
The part weight has been deducted in the above table.
The part weight has been deducted in the above table.
Aw
Wt.438.7mm2
Aw
Wt.564.5mm2
1.56kg/m
1.31kg/m
1194584mm4
1090526mm4
23597mm3
21467mm3
I
I
S
S
Span
(m)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
Span
(m)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
Maximum Load
(N/m)
Maximum Load
(N/m)
Deflection (N/m)
Deflection (N/m)
Part: 101.6 x 28.6 x 6.4mm C Section
Part Number: F-P-CS(102/29/6.4)
Part: 101.6 x 34.9 x 4.8mm C Section
Part Number: F-P-CS(102/35/4.8)
101.6mm
6.4mm
28.6mm
101.6mm
4.8mm
34.9mm
42 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
19127
11722
7491
5193
3808
2908
2292
1851
1525
1276
1083
930
806
3073
1716
1088
746
Fb
Fb
Fb
Fb
L/100
2425
1029
518
289
L/150
1607
676
336
183
L/180
1334
559
275
148
L/240
993
412
199
104
L/360
652
265
123
59
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
2899
2057
1507
1134
872
683
543
438
L/150
----
----
7200
4365
2825
1923
1362
995
746
572
446
352
282
L/180
----
10781
5995
3633
2349
1597
1130
825
617
472
367
289
230
L/240
16318
8078
4489
2717
1755
1191
840
611
456
346
268
209
165
L/360
10869
5376
2983
1802
1160
784
550
398
294
221
169
130
100
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.846.7mm2
2.22kg/m
3071788mm4
Major Axis (N/m)
Minor Axis (N/m)
43917mm3I S
Aw
I
361.2mm2
133194mm4
Wt. 2.22 kg/m
4752mm3
S
Span
(m)
0.91
1.22
1.52
1.83
Maximum Load
(N/m)
Deflection (N/m)
Deflection (N/m)
Part: 139.7 x 38.1 x 6.4mm C Section
Part Number: F-P-CS(140/38/6.4)
139.7mm
6.4mm
38.1mm
TM
ArchitEX™
| 43
Beams - Allowable Uniform Loads
Span
(m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
7820
5422
3976
3037
2394
1933
1593
1334
1132
972
843
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
1557
1202
945
755
611
L/150
----
----
3803
2607
1857
1364
1028
792
620
493
397
L/180
----
4845
3164
2167
1542
1132
852
655
512
406
326
L/240
5908
3627
2366
1618
1149
842
632
484
377
297
237
L/360
3929
2408
1567
1069
757
551
411
313
241
189
149
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.887.1mm2
2.49kg/m
4237236mm4
5552mm3I S
Span
(m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
17199
13063
9586
7329
5782
4675
3856
3233
2748
2364
2053
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
12500
8173
5608
4000
2944
2224
1716
1349
1077
871
L/150
13538
8319
5434
3724
2652
1948
1468
1130
885
703
566
L/180
11274
6925
4521
3096
2203
1616
1216
934
730
579
464
L/240
8445
5183
3380
2311
1641
1201
901
690
537
423
337
L/360
5615
3441
2239
1526
1079
786
586
445
343
267
210
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.1270.3mm2
3.87kg/m
6056167mm4
79477mm3I S
Deflection (N/m)
Deflection (N/m)
Part: 152.4 x 41.3 x 6.4mm C Section
Part Number: F-P-CS(152/41/6.4)
Part: 152.4 x 42.9 x 9.5mm C Section
Part Number: F-P-CS(152/43/9.5)
152.4mm
6.4mm
41.3mm
152.4mm
9.5mm
42.9mm
44 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
23752
18545
13610
10406
8210
6639
5477
4593
3905
3359
2918
2558
2259
2009
1797
1616
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
5314
4135
3275
2633
2145
1767
1471
1235
1045
890
L/150
----
18405
12333
8613
6224
4627
3523
2737
2164
1736
1410
1159
961
804
677
574
L/180
----
15327
10268
7168
5177
3846
2926
2271
1793
1437
1165
956
791
660
555
469
L/240
18030
11481
7686
5361
3868
2870
2180
1689
1330
1063
860
702
579
480
401
337
L/360
12001
7634
5105
3555
2559
1894
1434
1106
867
689
554
449
366
301
248
205
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.1754mm2
4.76kg/m
14888598mm4
146500mm3I S
Deflection (N/m)
Part: 203.2 x 55.6 x 9.5mm C Section
Part Number: F-P-CS(203/56/9.5)
203.2mm
9.5mm
55.6mm
TM
ArchitEX™
| 45
Beams - Allowable Uniform Loads
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
27278
23369
20437
18156
15910
13133
11022
9378
8074
7022
6161
5448
4850
4344
3912
3540
3218
2936
2690
2472
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
10347
8246
6670
5464
4526
3787
3196
2719
2329
2008
1741
1517
1329
1168
L/150
----
----
----
15140
11393
8762
6866
5468
4418
3614
2988
2495
2101
1783
1523
1309
1132
982
857
750
L/180
----
----
17183
12602
9479
7287
5707
4542
3667
2997
2476
2065
1737
1471
1255
1077
928
804
699
610
L/240
26298
18077
12865
9430
7088
5443
4258
3385
2728
2226
1835
1527
1281
1082
919
786
674
581
503
436
L/360
17503
12022
8548
6257
4696
3600
2810
2227
1790
1455
1194
989
825
692
584
495
420
358
306
261
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.2903.2mm2
7.89kg/m
38497245mm4
303161mm3I S
Deflection (N/m)
Part: 254 x 69.6 x 12.7mm C Section
Part Number: F-P-CS(254/70/12.7)
254mm
12.7mm
69.6mm
46 | TREADWELL treadwellgroup.com.au46 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
31822
27261
23841
21181
18635
15383
12910
10985
9458
8225
7217
6381
5681
5088
4582
4147
3769
3440
3151
2896
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
10968
8891
7296
6054
5072
4287
3652
3133
2705
2348
2050
1797
1583
L/150
----
----
----
19875
15023
11596
9114
7278
5893
4830
4002
3348
2824
2401
2055
1769
1532
1332
1164
1021
L/180
----
----
22430
16545
12502
9646
7578
6048
4894
4008
3318
2773
2336
1984
1695
1457
1259
1093
953
834
L/240
----
23429
16797
12383
9351
7209
5658
4510
3645
2981
2463
2054
1727
1462
1246
1067
919
794
689
600
L/360
22472
15585
11164
8222
6200
4772
3738
2973
2396
1953
1608
1335
1117
941
796
678
579
496
425
366
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.3387.1mm2
9.04kg/m
51862436mm4
315007mm3I S
Deflection (N/m)
Part: 292 x 69.9 x 12.7mm C Section
Part Number: F-P-CS(292/70/12.7)
292mm
12.7mm
69.9mm
TM
ArchitEX™
| 47ArchitEX™
| 47
Beams - Allowable Uniform Loads
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
33342
28564
24981
20565
16638
13733
11523
9803
8439
7338
6437
5690
5065
4535
4083
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
----
----
----
----
4924
4199
3606
L/150
----
----
----
----
----
13185
10387
8310
6740
5533
4591
3846
3249
2766
2370
L/180
----
----
----
18705
14181
10971
8639
6908
5600
4594
3809
3188
2690
2288
1958
L/240
----
26248
18916
14003
10610
8202
6453
5156
4174
3420
2831
2365
1992
1690
1443
L/360
25014
17465
12577
9301
7039
5434
4268
3403
2749
2246
1853
1543
1294
1093
928
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.3548.4mm2
9.68kg/m
59729209mm4
391651mm3I S
Deflection (N/m)
Part: 304.8 x 76.2 x 12.7mm C Section
Part Number: F-P-CS(305/76/12.7)
304.8mm
12.7mm
76.2mm
48 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
7.92
506160
284715
182217
126540
92968
71179
56240
45554
37648
31635
26955
23242
20246
17795
15763
14060
12619
11389
10330
9412
8611
7909
7289
6739
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
−−−
−−−
317391
212548
147865
106280
78572
59519
46050
36293
29070
23620
19436
16174
13597
11535
9867
8503
7378
6442
5657
4994
4430
3947
L/150
547160
330598
211594
141699
98576
70854
52381
39679
30700
24195
19380
15746
12957
10783
9065
7690
6578
5669
4919
4295
3771
3329
2953
2631
L/180
455967
275498
176329
118082
82147
59045
43651
33066
25583
20163
16150
13122
10798
8986
7554
6409
5482
4724
4099
3579
3143
2774
2461
2193
L/240
341975
206624
132246
88562
61610
44283
32738
24800
19188
15122
12113
9841
8098
6739
5666
4806
4111
3543
3074
2684
2357
2081
1846
1645
L/360
227983
137749
88164
59041
41073
29522
21826
16533
12792
10081
8075
6561
5399
4493
3777
3204
2741
2362
2049
1789
1571
1387
1230
1096
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.9435.465mm2
16.7421kg/m
146822384mm4
825772.688mm3I S
Deflection (N/m)
Part: 355.6x88.9x19.1mm C Section
Part Number: F-P-CS(356/89/19)
355.6mm
19.1mm
88.9mm
ArchitEX™
| 49
50 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
984
461
249
146
91
59
38
6388
4460
3093
2269
1733
1367
1104
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
5795
3131
1865
1192
804
566
411
L/150
3858
2083
1238
790
531
372
269
L/180
3213
1733
1029
656
440
308
222
L/240
2406
1296
768
488
327
227
163
L/360
1599
859
507
321
213
147
104
The part weight has been deducted in the above table.
Aw
Wt.377.4mm2
1.31kg/m
836625mm4
18845mm3I S
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
Maximum Load
(N/m)
No Lateral
Suppport
Max.Load(N/m)
1488
724
403
244
156
104
71
6825
4537
3146
2307
1762
1389
1122
Fv
Fb
Fb
Fb
Fb
Fb
Fb
L/100
5188
2776
1643
1046
703
493
357
L/150
3453
1845
1090
692
463
323
232
L/180
2875
1535
905
574
383
266
191
L/240
2152
1147
675
426
283
196
139
L/360
1429
759
445
279
184
125
87
The part weight has been deducted in the above table.
Aw
Wt.403.2mm2
1.64kg/m
728405mm4
19173mm3I S
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
Maximum Load
(N/m)
No Lateral
Suppport
Max.Load(N/m)
Deflection (N/m)
Deflection (N/m)
76.2mm
38.1mm
6.4mm
Part: 76.2 x 38.1 x 6.4mm I-Beam
Part Number: F-P-IS(76/38/6.4)
Part: 88.9 x 38.1 x 4.7mm I-Beam
Part Number: F-P-IS(89/38/4.7)
88.9mm
38.1mm
4.7mm
TM
ArchitEX™
| 51
Beams - Allowable Uniform Loads
3265
1514
817
486
310
207
142
100
71
7034
3874
2010
1164
728
482
332
236
171
126
94
70
9555
7640
5950
4366
3337
2632
2128
1755
1471
13654
10917
9093
7262
5554
4382
3544
2924
2453
2086
1795
1560
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
6565
3965
2560
1740
1232
901
676
519
L/100
----
----
----
6156
4247
3041
2246
1701
1316
1037
830
673
L/150
7915
4369
2636
1699
1153
814
593
443
338
L/150
----
10013
6221
4094
2822
2018
1488
1125
868
682
544
439
L/180
6592
3638
2193
1412
957
675
491
366
278
L/180
----
8340
5179
3407
2347
1677
1235
933
719
564
449
361
L/240
4939
2723
1639
1054
712
500
362
269
203
L/240
10829
6248
3878
2549
1753
1251
919
692
532
416
329
264
L/360
3285
1808
1085
695
468
326
234
172
128
L/360
7210
4156
2576
1690
1159
825
604
452
345
268
210
167
The part weight has been deducted in the above table.
The part weight has been deducted in the above table.
Aw
Wt.564.5mm2
2.23kg/m
Aw
Wt.806mm2
2.86kg/m
1835581mm4
36215mm3I S
4665954mm4
66859.00mm3I S
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
Maximum Load
(N/m)
Maximum Load
(N/m)
No Lateral
Suppport
Max.Load(N/m)
No Lateral
Suppport
Max.Load(N/m)
Deflection (N/m)
Deflection (N/m)
Part: 101.6 x 50.8 x 6.4mm I-Beam
Part Number: F-P-IS(102/51/6.4)
Part: 139.7 x 63.5 x 6.4mm I-Beam
Part Number: F-P-IS(140/64/6.4)
101.6mm
50.8mm
6.4mm
139.7mm
63.5mm
6.4mm
52 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
9256
4860
2847
1801
1206
842
607
449
338
258
199
154
120
93
17195
14321
12268
10729
8901
7201
5943
4986
4242
3651
3174
2784
2461
2190
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
11865
8246
5939
4405
3349
2599
2053
1647
1339
1100
913
765
L/150
----
11870
7894
5482
3944
2921
2217
1717
1353
1082
877
718
593
494
L/180
15678
9884
6571
4561
3279
2426
1840
1423
1120
894
723
591
487
404
L/240
11747
7401
4916
3409
2447
1808
1368
1056
828
659
530
431
353
291
L/360
7816
4918
3262
2257
1616
1190
896
688
537
424
338
272
220
179
The part weight has been deducted in the above table.
Aw
Wt.1270mm2
4.76kg/m
9302772mm4
122084mm3I S
Span
(m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
Maximum Load
(N/m)
No Lateral
Suppport
Max.Load(N/m)
Deflection (N/m)
Span
(m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
5307
2689
1524
936
610
415
292
210
154
114
84
12008
10001
8568
7493
6321
5114
4221
3542
3013
2594
2255
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
8403
5844
4211
3124
2376
1845
1458
1170
951
L/150
----
8400
5591
3885
2796
2072
1573
1219
961
769
623
L/180
11083
6995
4654
3232
2325
1721
1306
1011
796
636
514
L/240
8304
5238
3483
2416
1736
1283
971
750
589
469
377
L/360
5525
3481
2311
1600
1146
845
637
489
382
302
241
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.887.1mm2
3.27kg/m
7071772mm4
92751mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 152.4 x 76.2 x 6.4mm I-Beam
Part Number: F-P-IS(152/76/6.4)
Part: 152.4 x 76.2 x 9.5mm I-Beam
Part Number: F-P-IS(152/76/9.5)
152.4mm
76.2mm
6.4mm
152.4mm
76.2mm
9.5mm
TM
ArchitEX™
| 53
Beams - Allowable Uniform Loads
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
29698
23746
12217
6880
4210
2741
1872
1327
969
724
551
426
332
261
206
163
129
29698
23746
19778
16943
14818
13164
11841
10759
9321
7933
6831
5943
5216
4613
4108
3680
3315
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
10289
7915
6205
4945
3998
3273
2709
2265
1910
1623
1389
L/150
----
----
----
----
12400
9093
6838
5256
4116
3276
2644
2161
1785
1489
1252
1061
905
L/180
----
----
----
14506
10323
7567
5688
4370
3420
2720
2193
1790
1477
1230
1033
874
744
L/240
----
----
15815
10864
7727
5659
4250
3261
2549
2024
1629
1327
1092
907
759
640
542
L/360
25452
15970
10522
7222
5130
3752
2813
2153
1678
1328
1065
864
707
584
485
406
341
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.1754mm2
6.4kg/m
23121656mm4
227616mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 203.2 x 101.6 x 9.5mm I-Beam
Part Number: F-P-IS(203/102/9.5)
203.2mm
101.6mm
9.5mm
54 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
17993
10346
6455
4280
2972
2140
1586
1203
929
728
577
462
372
301
244
25456
21808
19071
16943
15240
13847
11847
10083
8682
7552
6628
5862
5219
4676
4212
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
13101
10075
7896
6291
5084
4161
3444
2878
2426
2061
1763
L/150
----
----
15802
11581
8706
6689
5236
4166
3362
2746
2268
1891
1590
1346
1148
L/180
----
18497
13154
9637
7241
5560
4350
3458
2788
2275
1876
1562
1311
1108
943
L/240
20182
13852
9845
7207
5410
4149
3241
2573
2070
1685
1386
1151
962
810
686
L/360
13427
9207
6536
4777
3579
2738
2133
1687
1352
1096
896
739
614
512
430
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.2258mm2
8.48kg/m
29394263mm4
289396mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 203.2 x 101.6 x 12.7mm I-Beam
Part Number: F-P-IS(203/102/12.7)
203.2mm
101.6mm
12.7mm
TM
ArchitEX™
| 55
Beams - Allowable Uniform Loads
Span
(m)
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
15066
9026
5761
3863
2694
1939
1432
1080
828
644
506
401
319
255
203
162
128
100
77
21613
18900
16791
15104
13723
12572
11599
10764
9570
8401
7432
6620
5933
5346
4842
4404
4022
3687
3391
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
11793
9478
7719
6359
5294
4449
3770
3218
2766
2393
2081
1819
1598
1409
L/150
----
----
16652
12717
9898
7834
6291
5118
4211
3501
2938
2485
2117
1816
1567
1359
1185
1037
911
L/180
----
18543
13860
10583
8235
6514
5228
4251
3496
2904
2434
2057
1750
1499
1292
1119
973
850
745
L/240
19046
13886
10374
7916
6155
4864
3900
3167
2601
2157
1804
1521
1292
1103
948
818
709
616
538
L/360
12669
9229
6888
5249
4075
3215
2572
2083
1706
1410
1175
986
833
708
604
517
444
383
330
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.2237mm2
8.6kg/m
46463914mm4
365923mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 254 x 127 x 9.5mm I-Beam
Part Number: F-P-IS(254/127/9.5)
254mm
127mm
9.5mm
56 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
21472
13050
8452
5752
4070
2973
2228
1705
1327
1048
837
675
548
448
367
301
247
202
165
28040
24522
21786
19597
17806
16313
15050
13968
12287
10786
9542
8500
7618
6865
6217
5656
5165
4735
4356
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
15165
12187
9924
8175
6806
5719
4846
4137
3557
3076
2676
2339
2055
1812
L/150
----
----
21429
16363
12733
10075
8090
6581
5415
4502
3777
3196
2723
2336
2016
1749
1525
1335
1173
L/180
----
23879
17840
13618
10594
8378
6724
5466
4495
3734
3130
2645
2252
1929
1662
1440
1253
1095
960
L/240
24542
17883
13354
10188
7919
6258
5017
4074
3345
2774
2322
1958
1663
1421
1221
1054
913
795
694
L/360
16326
11887
8868
6757
5244
4137
3309
2681
2195
1815
1513
1270
1073
912
779
667
574
495
428
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.2903mm2
10.71kg/m
59641801mm4
469653mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 254 x 127 x 12.7mm I-Beam
Part Number: F-P-IS(254/127/12.7)
254mm
127mm
12.7mm
ArchitEX™
| 57
TM
Beams - Allowable Uniform Loads
Span
(m)
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
7.92
8.23
8.53
8.84
9.14
34273
24706
15757
10567
7377
5322
3945
2990
2310
1812
1441
1159
940
768
631
521
431
357
296
245
201
165
133
106
34273
29973
26629
23953
21764
19940
18396
17073
15926
14923
14038
12583
11280
10168
9211
8381
7658
7022
6462
5965
5522
5126
4770
4449
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
16746
13886
11627
9820
8360
7168
6187
5372
4690
4115
3627
3211
2853
2545
2277
2044
1839
L/150
----
----
----
----
20929
16739
13564
11121
9215
7709
6504
5531
4736
4082
3539
3084
2701
2376
2098
1860
1654
1476
1320
1184
L/180
----
----
----
22105
17420
13928
11282
9247
7658
6403
5399
4588
3926
3381
2928
2549
2230
1959
1727
1529
1357
1208
1079
965
L/240
----
28049
21350
16547
13033
10414
8430
6903
5712
4770
4018
3409
2913
2504
2164
1880
1640
1437
1264
1115
986
875
777
692
L/360
25029
18657
14191
10989
8646
6901
5578
4560
3766
3138
2636
2230
1899
1627
1400
1211
1051
916
800
701
615
541
476
419
Maximum Load
( N/m)
The part weight has been deducted in the above table.
Aw
Wt.3548mm2
12.95kg/m
105706133mm4
693664mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 304.8 x 152.4 x 12.7mm I-Beam
Part Number: F-P-IS(305/152/12.7)
304.8mm
152.4mm
12.7mm
58 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
7.92
8.23
8.53
8.84
9.14
41793
22848
13571
8585
5705
3942
2810
2055
1535
1165
896
696
545
428
337
264
206
159
121
89
62
39
20
----
----
46391
39746
34762
30885
27784
25247
23132
21343
19809
18480
17317
16291
15379
14563
13335
12083
10998
10052
9221
8488
7838
7259
6741
6276
5856
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
----
----
----
15975
13712
11846
10293
8993
7897
6967
6173
5491
4904
4394
3950
3562
3221
L/150
----
----
----
----
----
----
----
21106
17750
14723
12451
10608
9099
7855
6820
5953
5222
4602
4073
3619
3227
2887
2591
2332
2105
L/180
----
----
----
----
----
----
21333
17567
14604
12248
10354
8818
7562
6524
5662
4940
4331
3814
3373
2994
2668
2385
2138
1922
1733
L/240
----
----
----
30585
24334
19601
15968
13143
10921
9154
7734
6582
5639
4862
4215
3673
3216
2829
2498
2214
1969
1757
1572
1410
1268
L/360
44253
33580
25940
20348
16180
13025
10603
8720
7239
6060
5114
4346
3717
3199
2768
2406
2102
1843
1623
1434
1270
1129
1006
898
803
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.4112mm2
12.95kg/m
207345685mm4
907024mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 457.2 x 9.5 x 114.3 x 12.7mm I-Beam
Part Number: F-P-IS(457/9.5/114/12.7)
457.2mm
114.3mm
12.7mm
9.5mm
TM
ArchitEX™
| 59
Beams - Allowable Uniform Loads
Span
(m)
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
Span
(m)
7.62
7.92
8.23
8.53
8.84
9.14
9.45
9.75
10.06
10.36
10.67
10.97
11.28
11.58
11.89
12.19
36730
33371
24071
17569
13127
10006
7760
6108
4870
3926
3196
2624
2170
1806
1511
1269
1069
903
764
647
547
462
389
325
271
223
181
144
112
83
58
36730
33371
30571
28203
26172
24413
22873
21514
20307
19226
18254
17374
16574
15844
15174
14559
13990
13464
12975
12520
12095
11698
11326
10976
10646
10336
10043
9765
9502
9253
9016
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
L/100
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
L/100
----
----
----
----
12049
10996
10056
9216
8463
7787
7177
6627
6129
5677
5267
4893
L/150
----
----
----
----
----
----
----
----
----
----
----
----
16314
14598
13104
L/150
11798
10651
9641
8749
7959
7256
6630
6070
5568
5117
4711
4344
4012
3711
3437
3188
L/180
----
----
----
----
----
----
----
----
----
----
17111
15205
13558
12128
10883
L/180
9794
8839
7997
7254
6596
6010
5488
5022
4603
4227
3889
3583
3306
3055
2827
2620
L/240
----
----
----
----
----
----
21330
18651
16378
14439
12778
11348
10113
9041
8107
L/240
7290
6574
5943
5385
4891
4452
4061
3711
3397
3115
2861
2632
2424
2236
2065
1909
L/360
35335
29887
25450
21804
18782
16262
14146
12360
10844
9552
8445
7492
6668
5953
5331
L/360
4786
4309
3888
3516
3187
2894
2633
2400
2191
2003
1834
1681
1542
1417
1303
1199
Maximum Load
(N/m)
Maximum Load
(N/m)
The part weight has been deducted in the above table.
The part weight has been deducted in the above table.
Aw
Wt.5445mm2
22.62kg/m
Aw
Wt.5445mm2
22.62kg/m
781266386mm4
2563265mm3I S
781266386mm4
2563265mm3I S
Deflection (N/m)
Deflection (N/m)
No Lateral
Suppport
Max.Load(N/m)
No Lateral
Suppport
Max.Load(N/m)
Part: 609.6 x 9.5 x 190.5 x 19.1mm I-Beam
Part Number: F-P-IS(610/9.5/191/19)
Part: 609.6 x 9.5 x 190.5 x 19.1mm I-Beam
Part Number: F-P-IS(610/9.5/191/19)
609.6mm
190.5mm
19.1mm
609.6mm
190.5mm
19.1mm
9.5mm
9.5mm
60 | TREADWELL treadwellgroup.com.au
TM
ArchitEX™
| 61
Beams - Allowable Uniform Loads
6817
3278
1741
1028
654
439
306
6817
5449
4537
3885
3183
2510
2029
Fv
Fv
Fv
Fv
Fb
Fb
Fb
L/100
----
4707
2840
1831
1242
877
639
L/150
5674
3130
1885
1213
820
577
418
L/180
4724
2604
1567
1007
679
477
344
L/240
3537
1947
1169
749
504
351
252
L/360
2350
1290
772
491
328
226
160
The part weight has been deducted in the above table.
Aw
Wt.403.2mm2
2.44kg/m
1319454mm4
34577mm3I S
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
Maximum Load
(N/m)
No Lateral
Suppport
Max.Load(N/m)
Deflection (N/m)
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
9546
7630
4219
2396
1477
967
663
471
344
256
194
149
9546
7630
6353
5441
4757
4156
3360
2772
2324
1976
1699
1476
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
4342
2993
2140
1578
1193
920
723
576
465
L/150
----
7062
4386
2884
1985
1417
1041
785
603
471
373
299
L/180
----
5879
3650
2398
1649
1175
863
649
497
388
306
244
L/240
7630
4402
2729
1791
1229
874
639
479
365
283
222
175
L/360
5076
2924
1809
1183
809
572
416
309
233
178
137
106
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.564.5mm2
3.20kg/m
3304878mm4
65057mm3I S
No Lateral
Suppport
Max.Load(N/m)
Part: 76.2 x 76.2 x 6.4mm WF-Beam
Part Number: F-P-WF(76/76/6.4)
Part: 101.6 x 101.6 x 6.4mm WF-Beam
Part Number: F-P-WF(102/102/6.4)
Deflection (N/m)
76.2mm
76.2mm
6.4mm
101.6mm
101.6mm
6.4mm
62 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
21480
17170
14296
12244
9783
6306
4272
3011
2191
1636
1249
970
21480
17170
14296
12244
10704
9507
8549
7765
7112
6560
5765
5013
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
L/100
----
----
----
----
----
----
7416
5699
4462
3550
2865
2341
L/150
----
----
----
----
8943
6551
4920
3775
2951
2343
1886
1537
L/180
----
----
----
10468
7441
5447
4088
3134
2447
1941
1560
1269
L/240
----
----
11415
7833
5563
4067
3048
2333
1817
1438
1152
934
L/360
18393
11529
7586
5198
3685
2688
2008
1531
1188
935
744
599
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.1270mm2
7.29kg/m
16720016mm4
219423mm3I S
No Lateral
Suppport
Max.Load(N/m)
11990
9896
7258
5545
3790
2522
1746
1248
915
685
522
11990
9896
7258
5545
4371
3531
2909
2437
2069
1777
1542
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
----
----
----
L/150
----
----
----
----
----
3460
2656
2076
1649
1328
1082
L/180
----
----
----
5230
3830
2875
2205
1722
1366
1098
893
L/240
----
8016
5504
3910
2860
2144
1641
1279
1012
811
658
L/360
8091
5328
3652
2590
1890
1413
1078
836
658
524
422
Span
(m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
Maximum Load
(N/m)
Aw
Wt.887.1mm2
5.06kg/m
11771025mm4
154530mm3I S
No Lateral
Suppport
Max.Load(N/m)
The part weight has been deducted in the above table.
152.4mm
152.4mm
6.4mm
Part: 152.4 x 152.4 x 6.4mm WF-Beam
Part Number: F-P-WF(152/152/6.4)
Part: 152.4 x 152.4 x 9.5mm WF-Beam
Part Number: F-P-WF(152/152/9.5)
Deflection (N/m)
Deflection (N/m)
152.4mm
152.4mm
9.5mm
TM
ArchitEX™
| 63
Beams - Allowable Uniform Loads
Span
(m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
29666
23714
19746
16911
14786
13132
11716
8108
5800
4265
3210
2463
1922
1521
1219
986
805
29666
23714
19746
16911
14786
13132
11810
9755
8182
6958
5986
5202
4561
4029
3584
3207
2885
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
----
----
----
----
----
3888
3295
2813
2417
L/150
----
----
----
----
----
----
10968
8566
6797
5469
4455
3669
3052
2561
2165
1844
1580
L/180
----
----
----
----
----
11898
9125
7123
5648
4541
3696
3042
2527
2118
1789
1521
1301
L/240
----
----
----
16139
11849
8900
6820
5318
4212
3382
2749
2258
1872
1565
1318
1117
952
L/360
----
21636
15008
10727
7868
5902
4515
3514
2777
2223
1801
1474
1216
1012
847
713
603
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.1754mm2
9.66kg/m
41285995mm4
406399mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 203.2 x 203.2 x 9.5mm WF-Beam
Part Number: F-P-WF(203/203/9.5)
203.2mm
203.2mm
9.5mm
64 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
25412
21764
19028
16899
15197
11596
8378
6222
4730
3667
2890
2311
1870
1529
1262
1049
878
738
623
528
25412
21764
19028
16899
15197
13804
12643
11660
10818
10089
9450
8887
8242
7385
6652
6022
5476
4999
4581
4212
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
10563
8614
7104
5918
4974
4214
3597
3090
2670
2319
2025
1775
1563
L/150
----
----
----
----
14052
10972
8703
7000
5701
4694
3903
3273
2767
2355
2017
1738
1504
1308
1141
999
L/180
----
----
----
15247
11689
9122
7231
5812
4729
3890
3231
2707
2285
1942
1660
1427
1232
1068
930
812
L/240
----
20696
15189
11404
8735
6810
5391
4327
3515
2886
2392
1998
1682
1425
1213
1038
892
770
666
577
L/360
19254
13755
10083
7560
5781
4497
3552
2843
2301
1882
1552
1290
1079
907
767
650
553
471
401
342
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.2258mm2
12.95kg/m
52844742mm4
520125mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 203.2 x 203.2 x 12.7mm WF-Beam
Part Number: F-P-WF(203/203/12.7)
203.2mm
203.2mm
12.7mm
TM
ArchitEX™
| 65
Beams - Allowable Uniform Loads
Span
(m)
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
21569
18857
14953
12088
9968
8355
7100
6105
5301
4288
3375
2690
2169
1765
1448
1197
996
832
698
21569
18857
14953
12088
9968
8355
7100
6105
5301
4644
4099
3643
3256
2926
2642
2396
2182
1993
1827
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
L/150
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
2339
2048
1800
1588
L/180
----
----
----
----
----
----
----
----
----
----
4075
3467
2970
2558
2216
1928
1685
1479
1302
L/240
----
----
----
----
9600
7718
6278
5161
4283
3585
3024
2569
2195
1887
1630
1414
1232
1077
945
L/360
17668
13349
10266
8022
6357
5103
4143
3398
2813
2348
1974
1670
1421
1215
1044
900
779
676
587
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.2237mm2
13.01kg/m
82634425mm4
650730mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 254 x 254 x 9.5mm WF-Beam
Part Number: F-P-WF(254/254/9.5)
254mm
254mm
9.5mm
66 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
7.92
8.23
8.53
8.84
9.14
27986
24468
21732
19543
17752
16259
13552
10190
7819
6105
4839
3886
3157
2591
2145
1789
1502
1268
1076
917
783
671
576
495
27986
24468
21732
19543
17752
16259
14996
13914
12294
10786
9536
8489
7603
6846
6195
5630
5138
4705
4324
3986
3684
3415
3173
2954
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
----
----
----
8197
7039
6083
5287
4618
4054
3574
3163
2810
2505
2240
2009
1806
L/150
----
----
----
----
----
16062
13083
10772
8956
7513
6353
5411
4640
4002
3471
3026
2650
2330
2056
1820
1617
1440
1286
1151
L/180
----
----
----
----
16603
13358
10876
8950
7437
6234
5268
4483
3840
3309
2866
2495
2181
1915
1687
1491
1321
1174
1045
933
L/240
----
----
19999
15642
12413
9979
8117
6673
5538
4636
3911
3323
2840
2442
2110
1832
1596
1396
1225
1078
951
841
744
660
L/360
22865
17270
13280
10375
8222
6600
5358
4396
3639
3038
2554
2162
1841
1575
1354
1168
1011
878
764
666
581
507
443
387
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.2903mm2
16.22kg/m
106638491mm4
839673mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 254 x 254 x 12.7mm WF-Beam
Part Number: F-P-WF(254/254/12.7)
254mm
254mm
12.7mm
TM
ArchitEX™
| 67
Beams - Allowable Uniform Loads
Span
(m)
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
7.92
8.23
8.53
8.84
9.14
9.45
9.75
10.06
10.36
10.67
34207
29907
26563
23887
21698
19702
16759
14424
12540
10998
9363
7485
6055
4950
4084
3398
2847
2401
2036
1736
1486
1277
1100
951
823
713
619
537
465
34207
29907
26563
23887
21698
19702
16759
14424
12540
10998
9720
8649
7743
6969
6304
5726
5223
4781
4391
4045
3737
3461
3214
2990
2788
2605
2438
2286
2146
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
2389
2176
1986
L/150
----
----
----
----
----
----
----
----
----
----
----
----
----
6827
5654
5218
4593
4059
3600
3205
2861
2562
2300
2070
1868
1688
1529
1387
1260
L/180
----
----
----
----
----
----
----
----
12261
10367
8827
7566
6524
5657
4930
4316
3795
3350
2968
2638
2352
2103
1885
1693
1524
1375
1242
1123
1018
L/240
----
----
----
----
19544
15938
13128
10913
9148
7727
6572
5626
4845
4194
3649
3189
2798
2465
2178
1931
1716
1529
1366
1222
1095
983
883
794
715
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.3548mm2
19.64kg/m
188323909mm4
1236404mm3I S
Deflection (N/m)No Lateral
Suppport
Max.Load(N/m)
Part: 304.8 x 304.8 x 12.7mm WF-Beam
Part Number: F-P-WF(305/305/12.7)
304.8mm
304.8mm
12.7mm
68 | TREADWELL treadwellgroup.com.au
TM
ArchitEX™
| 69
Beams - Allowable Uniform Loads
Span
(m)
3824
3181
2729
2379
2116
1897
1722
1445
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
----
----
2350
1620
1153
846
642
496
3794
2364
1562
1065
759
555
423
321
3167
1970
1299
890
628
467
350
263
2364
1474
963
657
467
336
248
190
1562
963
628
423
306
219
161
117
L/100 L/150 L/180 L/240 L/360
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw Wt.283mm2
2.17kg/m
1823093mm4
35887mm3I S
Deflection (N/m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
101.6mm
50.8mm
6.4mm
3.2mm
Part: 101.6 x 3.2 x 50.8 x 6.4mm Rectangular Hollow Section
Part Number: F-P-RHS(102/3.2/51/6.4)
70 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Maximum Load
(N/m)
Aw
Wt.846.7mm2
2.22kg/m
3071788mm4
Major Axis (N/m)
43917mm3I S
Aw
I
993mm2
5032237mm4
Wt. 5.66 kg/m
99141mm3
S
Deflection
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
Span
(m)
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
14652
15076
11544
9107
7370
6071
5093
4334
3721
3240
2846
9311
7968
6961
6188
5560
4801
4028
3430
2948
2554
2247
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
L/100
----
12478
8625
6173
4568
3459
2685
2116
1693
1372
1124
L/100
----
6728
4612
3284
2423
1824
1401
1095
876
701
569
L/150
12580
8304
5721
4101
3021
2291
1766
1386
1109
890
730
L/150
6830
4466
3050
2175
1591
1197
919
715
555
452
365
L/180
10478
6903
4758
3400
2510
1897
1459
1153
919
730
598
L/180
5677
3707
2539
1795
1313
992
759
584
452
365
292
L/240
7837
5166
3561
2539
1868
1401
1080
846
671
540
438
L/240
4247
2773
1883
1343
978
730
555
423
336
263
204
L/360
5210
3430
2350
1678
1226
919
701
540
423
336
263
L/360
2817
1824
1240
876
628
467
350
263
204
146
117
Maximum Load
(N/m)
The part weight has been deducted in the above table.
Aw
Wt.1561mm2
5.66kg/m
Minor Axis (N/m)
9527537mm4
125033mm3I S
I
Deflection (N/m)
Deflection (N/m)
Part: 152.4 x 101.6 x 6.4mm Rectangular Hollow Section
Part Number: F-P-RHS(152/102/6.4)
152.4mm
6.4mm
101.6mm
ArchitEX™
| 71
72 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
13645
9019
6246
4583
3503
2758
2218
1824
1532
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
10362
5546
3269
2072
1401
978
701
525
394
6888
3678
2175
1372
919
628
452
336
248
5735
3065
1795
1138
759
525
365
263
204
4291
2277
1343
846
555
379
263
190
131
2846
1503
876
540
350
234
161
117
73
L/100 L/150 L/180 L/240 L/360
The part weight has been deducted in the above table.
Aw
Wt.806mm2
3.08kg/m
1456810mm4
38182mm3I S
Deflection (N/m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
Span
(m)
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
16243
8829
5268
3741
2277
1605
1168
876
657
511
409
10814
5867
3503
2233
1503
1051
759
569
423
321
248
9004
4889
2904
1853
1240
876
628
467
350
263
204
6742
3649
2175
1386
919
642
467
336
248
190
146
4480
2423
1430
905
598
409
292
204
146
117
88
L/100 L/150 L/180 L/240 L/360
The part weight has been deducted in the above table.
Aw
Wt.967mm2
3.71kg/m
2385006mm4
53585mm3I S
Deflection (N/m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
16374
12682
8786
6451
4933
3882
3138
2583
2160
1839
1576
76.2mm
6.4mm
88.9mm
6.4mm
Part: 76.2 x 6.4mm Square Hollow Section
Part Number: F-P-SHS(76/76/6.4)
Part: 88.9 x 6.4mm Square Hollow Section
Part Number: F-P-SHS(89/89/6.4)
Maximum Load
(N/m)
Maximum Load
(N/m)
TM
ArchitEX™
| 73
Beams - Allowable Uniform Loads
Span
(m) L/100 L/150 L/180 L/240 L/360
The part weight has been deducted in the above table.
Aw
Wt.1129.032mm2
50.5388kg/m
3671157.42mm4
72266.58mm3
I S
Deflection (N/m)
101.6mm
6.4mm
Part: 101.6 x 6.4mm Square Hollow Section
Part Number: F-P-SHS(102/102/6.4)
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
6.40
6.71
7.01
7.32
7.62
7.92
44296
24917
15947
11074
8136
6229
4922
3987
3295
2769
2359
2034
1772
1557
1379
1230
1104
997
904
824
754
288
638
590
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
−−−
−−−
12241
7408
4798
3274
2330
1714
1297
1004
793
637
520
429
358
302
257
221
191
166
146
128
114
101
30110
14750
8161
4939
3198
2183
1553
1143
865
670
529
425
346
286
239
202
172
147
127
111
97
86
76
67
25092
12291
6800
4116
2665
1819
1294
952
721
558
441
354
289
238
199
168
143
123
106
92
81
71
63
56
18819
9219
5100
3087
1999
1364
971
714
540
419
331
266
216
179
149
126
107
92
80
69
61
53
47
42
12546
6146
3400
2058
1333
910
647
476
360
220
8075
177
144
119
100
84
72
61
53
46
40
36
32
28
Maximum Load
(N/m)
74 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
51756
41541
34504
29644
25878
23045
20702
18849
17252
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
250774
161553
111455
82270
62694
49717
40124
33259
27864
167183
107702
74304
54847
41796
33144
26749
22173
18576
139319
89752
61920
45706
34830
27620
22291
18477
15480
104489
67314
46440
34279
26122
20715
16718
13858
11610
69660
44876
30960
22853
17415
13810
11146
9239
7740
L/100 L/150 L/180 L/240 L/360
Aw
Wt.2995.2mm2
5.32kg/m
4E+06mm4
86720.8668mm3I S
Deflection (N/m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
101.6mm
8mm
Part: 101.6 x 8mm Square Hollow Section
Part Number: F-P-SHS(102/102/8)
The part weight has been deducted in the above table.
Maximum Load
(N/m)
TM
ArchitEX™
| 75
Beams - Allowable Uniform Loads
Aw
Wt.1574mm2
6.31kg/m
5007264mm4
98486mm3I S
Span
(m)
21293
16170
11865
9063
7151
5779
4758
3984
3386
2904
2525
2204
1956
1737
1547
1386
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
17951
10829
6976
4743
3357
2452
1839
1401
1095
861
686
555
452
365
306
248
11938
7195
4626
3138
2204
1605
1197
905
701
555
438
350
277
219
175
146
9939
5984
3853
2598
1824
1328
992
744
569
452
350
277
219
175
131
102
7443
4466
2860
1926
1357
978
715
540
409
321
248
190
146
117
88
58
4933
2948
1883
1270
876
628
452
336
248
190
146
102
73
44
29
15
L/100 L/150 L/180 L/240 L/360
The part weight has been deducted in the above table.
Deflection (N/m)
Part: 101.6 x 9.5mm Square Hollow Section
Part Number: F-P-SHS(102/102/9.5)
101.6mm
9.5mm
Maximum Load
(N/m)
76 | TREADWELL treadwellgroup.com.au
Beams - Allowable Uniform Loads
Span
(m)
81250
65214
54167
46538
40625
36177
32500
29590
27083
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
513918
331075
228408
168599
128479
101885
82227
68159
57102
342612
220717
152272
112399
85653
67924
54818
45439
38068
285510
183931
126893
93666
71377
56603
45682
37866
31723
214132
137948
95170
70249
53533
42452
34261
28400
23792
142755
91965
63447
46833
35689
28302
22841
18933
15862
L/100 L/150 L/180 L/240 L/360
Aw
Wt.3808mm2
6.48kg/m
9E+06mm4
142175.328mm3I S
Deflection (N/m)
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
127mm
8mm
Part: 127 x 8mm Square Hollow Section
Part Number: F-P-SHS(127/127/8)
The part weight has been deducted in the above
Maximum Load
(N/m)
TM
ArchitEX™
| 77
Beams - Allowable Uniform Loads
Span
(m)
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
4.88
5.18
5.49
5.79
6.10
27428
22839
19562
17104
15192
13663
11563
9700
8250
7099
6171
5411
4782
4254
3808
3426
Fv
Fv
Fv
Fv
Fv
Fv
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
Fb
----
----
----
16090
11578
8581
6518
5055
3991
3198
2597
2132
1768
1479
1246
1056
----
----
15416
10693
7685
5686
4311
3336
2626
2098
1697
1387
1145
952
796
670
----
19325
12829
8894
6387
4722
3576
2763
2172
1731
1397
1139
937
776
647
541
23009
14469
9597
6645
4765
3516
2656
2047
1603
1273
1022
829
677
556
459
381
15305
9612
6364
4396
3142
2310
1737
1330
1035
815
648
518
417
337
272
220
L/100 L/150 L/180 L/240 L/360
The part weight has been deducted in the above
Deflection (N/m)
Aw
Wt.2535mm2
9.73kg/m
9302772mm4
122083mm3I S
Part: 152.4 x 9.5mm Square Hollow Section
Part Number: F-P-SHS(152/152/9.5)
152.4mm
9.5mm
Maximum Load
(N/m)
78 | TREADWELL treadwellgroup.com.au
TM
ArchitEX™
| 79
Aw
Wt. 4.48 kg/m
765865mm4
20811mm3
I S
Span
(m)
0.5
----
0.75
---
1
----
1.25
----
1.5
----
1.75
----
2
----
U
C
U
C
U
C
U
C
U
C
U
C
U
C
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.7
0.8
1.2
1.2
1.9
1.8
2.8
0.1
0.1
0.3
0.4
0.5
0.8
1.0
1.4
1.6
2.4
2.4
3.7
3.5
5.5
0.2
0.2
0.4
0.6
0.8
1.2
1.4
2.2
2.4
3.6
3.6
5.6
5.3
8.3
0.2
0.3
0.5
0.7
1.1
1.6
1.9
2.9
3.2
4.8
4.9
7.5
7.1
11.0
0.3
0.4
0.8
1.1
1.6
2.4
2.9
4.3
4.7
7.2
7.3
11.2
10.6
16.6
0.5
0.6
1.1
1.5
2.2
3.1
3.9
5.8
6.3
9.6
9.7
15.0
14.2
22.1
0.9
1.2
2.2
3.0
4.3
6.3
7.7
11.6
12.6
----
19.4
----
----
----
1.4
1.8
3.2
4.5
6.5
----
11.6
----
19.0
----
----
----
----
----
Load
(N/m) 250 500 750 1000 1500 2000 4000 6000
U Millimeters deflection for Uniform Load
C Millimeters deflection for Concentrated Load
LOAD Total Newtons uniformly loaded load across width of one deckboard or Total Newtons Concentrated Center
Deflection (N/m)
Part: 304.8mm Interlocking Deckboard
Part Number: F-P-ID(305)
304.8mm Interlocking Deckboard
3.0mm
53.9mm
95.3mm 88.9mm 95.3mm
46.7mm
304.8mm
80 | TREADWELL treadwellgroup.com.au
609.6 X 28.6mm Interlocking Deckboard
Aw
Wt. 5.66 kg/m
183142mm4
8357mm3I S
Span
(m)
0.5
----
0.75
----
1
-----
1.25
----
1.5
----
1.75
----
2
----
U
C
U
C
U
C
U
C
U
C
U
C
U
C
0.1
0.2
0.3
0.5
0.8
1.2
1.5
2.3
2.5
3.9
3.9
6.2
5.8
9.3
0.2
0.3
0.7
1
1.5
2.4
2.9
4.6
5
7.9
7.8
12.5
11.7
18.5
0.3
0.5
1
1.6
2.3
3.6
4.4
6.9
7.5
11.8
11.8
18.7
17.5
27.8
0.5
0.7
1.4
2.1
3.1
4.8
5.8
9.2
10
15.8
15.7
----
23.3
----
0.7
1
2
3.1
4.6
7.2
8.8
13.8
14.9
----
23.5
----
----
----
0.9
1.3
2.7
4.2
6.1
9.6
11.7
----
19.9
----
----
----
----
----
1.8
2.7
5.4
8.3
12.2
----
----
----
----
----
----
----
-----
----
2.3
3.4
6.8
10.4
----
----
----
----
----
----
----
-----
----
----
Load
(N/m) 250 500 750 1000 1500 2000 4000 5000
U Millimeters deflection for Uniform Load
C Millimeters deflection for Concentrated Load
LOAD Total Newtons uniformly loaded across length of span and width of one
deckboard or Total Newtons Concentrated Center load across width of one deckboard.
Deflection (N/m)
Part: 609.6 x 28.6mm Interlocking Deckboard
Part Number: F-P-ID(610/29)
609.6mm
4.5mm 3.2mm
28.6mm
5mm
70mm 85.3mm 85.3mm 74mm
TM
ArchitEX™
| 81
609.6 X 38.1mm Interlocking Deckboard
Aw
Wt. 7.02 kg/m
428718mm4
14421mm3I S
Span
(m)
0.5
----
0.75
----
1
----
1.25
----
1.5
----
1.75
----
2
----
U
C
U
C
U
C
U
C
U
C
U
C
U
C
0.1
0.1
0.2
0.2
0.3
0.5
0.6
1.0
1.1
1.7
1.7
2.7
2.5
4
0.1
0.2
0.3
0.5
0.7
1.1
1.3
2.0
2.2
3.4
3.4
5.4
5.0
8.0
0.2
0.2
0.5
0.7
1.0
1.6
1.9
3.0
3.3
5.1
5.1
8.1
7.6
12.0
0.2
0.3
0.6
0.9
1.4
2.1
2.6
4.0
4.3
6.8
6.8
10.7
10.1
15.9
0.3
0.5
0.9
1.4
2.0
3.2
3.9
6.0
6.5
10.2
10.2
16.1
15.1
23.9
0.4
0.6
1.2
1.9
2.7
4.2
5.1
8.0
8.7
13.6
13.6
21.5
----
----
0.9
1.3
2.5
3.7
5.5
8.4
10.3
----
17.4
----
----
----
----
----
1.1
1.6
3.1
4.7
6.8
----
12.8
----
----
----
----
----
----
----
250 500 750 1000 1500 2000 4000 5000
U Millimeters deflection for Uniform Load
C Millimeters deflection for Concentrated Load
LOAD Total Newtons uniformly loaded across length of span and width of one
deckboard or Total Newtons Concentrated Center load across width of one deckboard.
610.0mm
3.2mm
38.1mm
5mm
70mm 85.3mm 85.3mm 74mm
4.4mm
Deflection (N/m)
Part: 609.6 x 38.1mm Interlocking Deckboard
Part Number: F-P-ID(610/38)
Load
(N/m)
----
82 | TREADWELL treadwellgroup.com.au
TM
ArchitEX™
| 83
SPAN Lengthwise direction of the Flat Sheet
For span in the crosswise direction of the Flat Sheet multiply load by 0.70
Maximum loads shown are for deflections of the lesser of t/2 or L/100
Span
(m)
U
C
Load
U
C
Load
U
C
200
0.55
1.78
100
1.40
3.01
50
2.21
3.57
300
0.83
2.68
125
1.75
3.76
75
3.31
----
400
1.1
3.57
200
2.8
----
----
----
----
500
1.38
----
250
3.49
----
----
----
----
750
2.07
----
----
----
----
----
----
----
1000
2.76
----
----
----
----
----
----
----
1200
3.31
----
----
----
----
----
----
----
Deflection (N/m)
LOAD N/m.2
for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load
C mm. Deflection for Concentrated Load
Part: 6.4mm Flat Sheet
Part Number: F-P(6.4)
6.4mm Flat Sheet
0.5
0.75
1
Load
(N/m)
84 | TREADWELL treadwellgroup.com.au
9.5mm Flat Sheet
SPAN Lengthwise direction of the Flat Sheet
For span in the crosswise direction of the Flat Sheet multiply load by 0.70
Maximum loads shown are for deflections of the lesser of t/2 or L/100
Span
(m)
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
500
0.03
0.17
200
0.16
0.53
100
0.41
0.89
100
1.31
2.11
50
1.60
2.07
1000
0.05
0.33
500
0.41
1.32
200
0.83
1.78
200
2.62
4.23
100
3.20
4.13
2000
0.10
0.66
1000
0.82
2.64
400
1.66
3.57
225
2.95
4.76
120
3.84
4.96
4000
0.2
1.32
1500
1.23
3.97
550
2.28
4.91
300
3.93
----
150
4.79
----
6000
0.31
1.98
1800
1.47
4.76
600
2.49
----
360
4.71
----
----
----
----
9500
0.49
3.14
3000
2.45
----
800
3.31
----
----
----
----
----
----
----
15000
0.77
----
4000
3.27
----
1000
4.14
----
----
----
----
----
----
----
20000
1.02
----
5000
4.09
----
1200
4.97
----
----
----
----
----
----
----
30000
1.53
----
6000
4.91
----
----
----
----
----
----
----
----
----
----
40000
2.05
----
----
----
----
----
----
----
----
----
----
----
----
----
60000
3.07
----
----
----
----
----
----
----
----
----
----
----
----
----
Deflection (N/m)
LOAD N/m.2
for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load
C mm. Deflection for Concentrated Load
Part: 9.5mm Flat Sheet
Part Number: F-P(9.5)
0.5
0.75
1
0.75
1
Load
(N/m)
TM
ArchitEX™
| 85
12.7mm Flat Sheet
SPAN Lengthwise direction of the Flat Sheet
For span in the crosswise direction of the Flat Sheet multiply load by 0.70
Maximum loads shown are for deflections of the lesser of t/2 or L/100
Span
(m)
0.25
0.5
0.75
1
1.25
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
5000
0.02
0.14
1000
0.35
1.12
500
0.87
1.88
200
1.10
1.78
50
0.67
0.87
10000
0.11
0.70
2000
0.69
2.23
1000
1.75
3.76
300
1.66
2.68
100
1.35
1.74
20000
0.22
1.39
4000
1.38
4.46
1500
2.62
5.65
500
2.76
4.46
200
2.70
3.48
30000
0.43
2.79
4500
1.55
5.02
1700
2.97
6.40
715
3.95
6.38
300
4.04
5.23
40000
0.86
----
6000
2.07
----
2000
3.49
----
800
4.42
----
370
4.99
6.45
50000
1.08
----
7000
2.42
----
2500
4.37
----
900
4.97
----
400
5.39
----
60000
1.29
----
8000
2.76
----
3000
5.24
----
1000
5.52
----
475
6.40
----
70000
1.51
----
9000
3.11
----
3500
6.12
----
1100
6.07
----
----
----
----
80000
1.73
----
10000
3.45
----
3650
6.38
----
1150
6.35
----
----
----
----
90000
1.94
----
12000
4.14
----
----
----
----
----
----
----
----
----
----
100000
1.94
----
15000
5.18
----
----
----
----
----
----
----
----
----
----
Deflection (N/m)
LOAD N/m.2
for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load
C mm. Deflection for Concentrated Load
Part: 12.7mm Flat Sheet
Part Number: F-P(12.7)
Load
(N/m)
86 | TREADWELL treadwellgroup.com.au
15.9mm Flat Sheet
SPAN Lengthwise direction of the Flat Sheet
For span in the crosswise direction of the Flat Sheet multiply load by 0.70
Maximum loads shown are for deflections of the lesser of t/2 or L/100
Span
(m)
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
5000
0.06
0.36
1000
0.18
0.57
1000
0.89
1.93
500
1.41
2.28
200
1.38
1.78
200
2.86
3.08
200
5.30
4.90
10000
0.11
0.71
2000
0.35
1.14
2000
1.79
3.85
600
1.70
2.74
400
2.76
3.57
300
4.29
4.62
300
7.96
7.34
15000
0.17
1.07
4000
0.71
2.28
3000
2.68
5.78
800
2.26
3.65
600
4.14
5.35
400
5.73
6.17
310
----
7.59
20000
0.22
1.43
6000
1.06
3.43
3900
3.49
7.52
1000
2.83
4.57
800
5.52
7.14
500
7.16
7.71
----
----
----
30000
0.33
2.14
8800
1.56
5.02
5000
4.47
----
1500
4.24
6.85
850
5.87
7.58
530
7.59
----
----
----
----
35000
0.39
2.50
10000
1.77
----
6000
5.37
----
1650
4.67
7.54
1000
6.9
----
----
----
----
----
----
----
40000
0.44
----
15000
2.65
----
7000
6.26
----
2000
5.66
----
1100
7.59
----
----
----
----
----
----
----
50000
0.55
----
20000
3.53
----
8400
7.52
----
2500
7.07
----
----
----
----
----
----
----
----
----
----
100000
1.10
----
25000
4.42
----
----
----
----
2700
7.63
----
----
----
----
----
----
----
----
----
----
200000
2.21
----
28000
4.95
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
230000
2.54
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
Deflection (N/m)
LOAD N/m.2
for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load
C mm. Deflection for Concentrated Load
Part: 15.9mm Flat Sheet
Part Number: F-FP(15.9)
0.25
0.5
0.75
1
1.25
1.5
1.75
Load
(N/m)
TM
ArchitEX™
| 87
19.0mm Flat Sheet
SPAN Lengthwise direction of the Flat Sheet
For span in the crosswise direction of the Flat Sheet multiply load by 0.70
Maximum loads shown are for deflections of the lesser of t/2 or L/100
Span
(m)
Deflection (N/m)
LOAD N/m.2
for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load
C mm. Deflection for Concentrated Load
Part: 19.0mm Flat Sheet
Part Number: F-FP(19)
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
5000
0.03
0.21
1000
0.1
0.33
1000
0.52
1.12
1000
1.64
2.64
1000
3.99
5.16
400
3.31
3.57
10000
0.06
0.41
2000
0.2
0.66
2000
1.04
2.23
2000
3.27
5.29
1200
4.79
6.20
600
4.97
5.35
20000
0.13
0.83
5000
0.51
1.65
3000
1.55
3.35
2500
4.09
6.61
1500
5.99
7.74
700
5.80
6.24
30000
0.19
1.24
8000
0.82
2.64
4000
2.07
4.46
3000
4.91
7.93
1850
7.39
9.55
800
6.63
7.14
40000
0.26
1.65
10000
1.02
3.30
5000
2.59
5.58
3600
5.89
9.52
2000
7.99
----
900
7.46
8.03
50000
0.32
2.07
12000
1.23
3.97
6000
3.11
6.69
4000
6.55
----
2200
8.79
----
1000
8.28
8.92
61000
0.39
2.52
15000
1.53
4.96
6800
3.52
7.58
4500
7.36
----
2300
9.19
----
1150
9.53
10.26
100000
0.64
----
20000
2.05
6.61
8000
4.14
----
5000
8.18
----
2400
9.59
----
----
----
----
150000
0.96
----
25000
2.56
8.26
10000
5.18
----
5500
9
----
----
----
----
----
----
----
200000
1.28
----
30000
3.07
9.91
12000
6.21
----
5900
9.65
----
----
----
----
----
----
----
0.25
0.5
0.75
1
1.25
1.5
Load
(N/m)
88 | TREADWELL treadwellgroup.com.au
25.4mm Flat Sheet
SPAN Lengthwise direction of the Flat Sheet
For span in the crosswise direction of the Flat Sheet multiply load by 0.70
Maximum loads shown are for deflections of the lesser of t/2 or L/100
Span
(m)
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
Load
U
C
100
0.22
0.70
1000
0.22
0.47
1000
0.69
1.12
1000
1.69
2.18
1000
3.49
3.76
1000
6.47
5.98
1000
11.05
8.92
200
0.43
1.39
5000
1.09
2.35
2000
1.38
2.23
2000
3.37
4.36
2000
6.99
7.53
1500
9.71
8.96
1150
12.70
10.26
500
0.65
2.09
7500
1.64
3.53
5000
3.45
5.58
3000
5.06
6.53
3000
10.48
11.29
2000
12.95
11.95
1450
16.02
12.94
800
0.86
2.79
10000
2.18
4.70
7500
5.18
8.36
4000
6.74
8.71
3400
11.88
12.80
2100
----
12.55
----
----
----
1000
1.08
3.48
15000
3.28
7.06
9000
6.21
10.04
5000
8.43
10.89
3600
12.58
----
----
----
----
----
----
----
2000
1.29
4.18
16000
3.49
7.53
10000
6.90
----
6000
10.11
13.07
----
----
----
----
----
----
----
----
----
3000
1.55
5.02
20000
4.37
----
12000
8.28
----
7000
11.80
----
----
----
----
----
----
----
----
----
----
4000
2.16
----
25000
5.46
----
14000
9.66
----
7500
12.64
----
----
----
----
----
----
----
----
----
----
5000
3.24
----
30000
6.55
----
14500
10.01
----
----
----
----
----
----
----
----
----
----
----
----
----
6640
4.31
----
34500
7.54
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
8000
5.00
---
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
----
Deflection (N/m)
LOAD N/m.2
for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load
C mm. Deflection for Concentrated Load
Part: 25.4mm Flat Sheet
Part Number: F-FP(25.4)
0.5
0.75
1
1.25
1.5
1.75
2
Load
(N/m)
ArchitEX™
| 89
90 | TREADWELL treadwellgroup.com.au
K
r
E/π2
2
≤
v
A
b
t
r
l
K
Fa
Pa
area (mm.2
)
width of flange/leg/wall ( mm.)
thickness of flange ( mm.)
minimum radius gyration ( mm.)
length (m.)
effective column length factor
allowable column concentric axial stress (MPa)
allowable column centric axial load (N.)
Notation
b/t = 6
b/t = 8
b/t = 10.7
b/t = 12
b/t = 16
b/t 12
b/t = 13.3
b/t = 16
b/t = 20
b/t = 21.3
b/t = 24
b/t = 26.7
b/t ≤ 16 68.9MPa
41.3MPa
33.5MPa
24.1MPa
19.5MPa
12.6MPa
68.9MPa
68.9MPa
50.5MPa
32.3MPa
28.4MPa
22.4MPa
18.1MPa
Maximum allowable stress
WF- & I-Beam
Angle
Square Hollow Section (6.35mm wall)
Maximum allowable stress
Maximum allowable stress
Columns
Columns
Full section column testing was conducted on Treadwell Group’s Equal Leg Angles, I-Beams, WF-Beams, and Square Hollow Section. Ultimate
stress vs. slenderness ratio curves were developed from the testing. The curves developed are based on the Euler Buckling Stress
Equation and a straight line transition from Euler Buckling to ultimate stress
The allowable concentric axial load tables were generated from these curves.
The tables are based on a safety factor of three.
≤
ArchitEX™
| 91
92 | TREADWELL treadwellgroup.com.au
TM
ArchitEX™
| 93
Columns – Allowable Concentric Axial Stresses and Loads
A
r
593.5mm2
9.65mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
24207
19550
14892
10234
7077
5199
3981
3145
2548
2105
1769
14368
11604
8839
6075
4200
3086
2363
1867
1512
1250
1050
Effective
Length (m)
Fa
(kPa)
Pa
(N)
A
r
916.1mm2
14.99mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
16852
15511
14171
12830
11490
10149
8809
7468
6141
5075
4265
3634
3133
2729
2399
2125
1895
1701
15438
14210
12982
11754
10526
9298
8070
6842
5626
4650
3907
3329
2871
2501
2198
1947
1736
1559
Effective
Length (m)
Fa
(kPa)
Pa
(N)
50.8mm
6.4mm
76.2mm
6.4mm
Part: 50.8 x 50.8 x 6.4mm Angle
Part Number: F-P-ELA(51/51/6.4)
Part: 76.2 x 76.2 x 6.4mm Angle
Part Number: F-P-ELA(76/76/6.4)
94 | TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1348.4mm2
14.99mm
76.2 x 76.2 x 9.5mm Angle
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
27523
24523
21523
18523
15523
12524
9596
7582
6141
5075
4265
3634
3133
2729
2399
2125
1895
1701
37111
33066
29021
24976
20932
16887
12939
10223
8281
6844
5751
4900
4225
3680
3235
2865
2556
2294
Effective
Length (m)
Fa
(kPa)
Pa
(N)
A
r
1741.9mm2
14.99mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
33326
29304
25283
21262
17059
12533
9596
7582
6141
5075
4265
3634
3133
2729
2399
2125
1895
1701
58051
51046
44041
37036
29716
21832
16715
13207
10698
8841
7429
6330
5458
4755
4179
3702
3302
2963
Effective
Length (m)
Fa
(kPa)
Pa
(N)
76.2mm
9.5mm
76.2mm
12.7mm
Part: 76.2 x 76.2 x 9.5mm Angle
Part Number: F-P-ELA(76/76/9.5)
Part: 76.2 x 76.2 x 12.7mm Angle
Part Number: F-P-ELA(76/76/12.7)
TM
ArchitEX™
| 95
Columns – Allowable Concentric Axial Stresses and Loads
	
	
	
	
	
	
	
	
	
	
A
r
1225.8mm2
20.32mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
11610
11095
10581
10067
9553
9039
8524
8010
7496
6982
6467
5953
5439
4925
4411
3907
3485
3128
2823
14381
13744
13107
12470
11833
11196
10559
9922
9285
8648
8011
7374
6737
6100
5463
4840
4317
3874
3497
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6mm
6.4mm
Part: 101.6 x 101.6 x 6.4mm Angle
Part Number: F-P-ELA(102/102/6.4)
96 | TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1832.3mm2
20.07mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
21388
20013
18637
17262
15887
14511
13136
11761
10385
9010
7646
6515
5618
4894
4301
3810
3398
3050
2753
2497
2275
2081
1912
1762
39188
36668
34148
31628
29108
26588
24068
21549
19029
16509
14010
11937
10293
8966
7881
6981
6227
5588
5044
4575
4168
3814
3502
3228
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6mm
9.5mm
Part: 101.6 x 101.6 x 9.5mm Angle
Part Number: F-P-ELA(102/102/9.5)
TM
ArchitEX™
| 97
Columns – Allowable Concentric Axial Stresses and Loads
A
r
2387.1mm2
19.81mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
28984
26715
24446
22177
19908
17639
15370
13101
10831
8871
7454
6351
5476
4770
4193
3714
3313
2973
2683
2434
2218
2029
1863
69188
63771
58355
52938
47522
42105
36689
31272
25856
21175
17793
15161
13072
11388
10009
8866
7908
7098
6406
5810
5294
4843
4448
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6mm
12.7mm
Part: 101.6 x 101.6 x 12.7mm Angle
Part Number: F-P-ELA(102/102/12.7)
98 | TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
v
A
r
2794mm2
28.96mm
152.4 x 152.4 x 9.4mm Angle
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
11916
11556
11195
10834
10473
10112
9751
9390
9030
8669
8308
7947
7586
7225
6864
6504
6143
5782
5421
5060
4699
4334
3981
3668
3392
3145
2924
2726
2548
2386
2239
2105
1983
1872
1769
1675
1588
33289
32281
31273
30265
29257
28249
27241
26232
25224
24216
23208
22200
21192
20184
19176
18168
17160
16152
15144
14136
13128
12108
11120
10248
9475
8786
8170
7616
7117
6665
6255
5882
5541
5229
4942
4679
4436
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
9.4mm
TM
ArchitEX™
| 99
Columns – Allowable Concentric Axial Stresses and Loads
v
A
r
3677.4mm2
30.2mm
152.4 x 152.4 x 12.7mm Angle
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
18204
17539
16874
16210
15545
14881
14216
13551
12887
12222
11557
10893
10228
9564
8899
8234
7570
6905
6246
5665
5162
4723
4337
3997
3696
3427
3187
2971
2776
2600
2440
2294
2161
2039
1928
1825
1730
66942
64498
62054
59610
57166
54722
52278
49834
47390
44945
42501
40057
37613
35169
32725
30281
27837
25393
22968
20833
18982
17367
15950
14700
13591
12603
11719
10924
10208
9560
8972
8437
7948
7500
7089
6711
6362
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
12.7mm
100| TREADWELL treadwellgroup.com.au
TM
ArchitEX™
|101
Columns – Allowable Concentric Axial Stresses and Loads
v
A
r
890mm2
8mm
76.2 x 38.1 x 6.4mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
36164
20073
11291
7226
5018
3687
2823
2230
1807
1493
1255
1069
922
803
706
625
558
500
452
410
373
342
314
289
267
248
230
215
201
188
176
166
156
147
139
132
125
119
113
32198
17871
10053
6434
4468
3283
2513
1986
1608
1329
1117
952
821
715
628
557
496
446
402
365
332
304
279
257
238
221
205
191
179
167
157
148
139
131
124
117
111
106
101
Effective
Length (m)
Fa
(kPa)
Pa
(N)
76.2mm
6.4mm
102| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1213mm2
11mm
101.6 x 50.8 x 6.4mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
44551
32352
20388
13408
9061
6657
5097
4027
3262
2696
2265
1930
1664
1450
1274
1129
1007
904
816
740
674
617
566
522
483
447
416
388
362
339
319
300
282
266
252
238
226
214
204
54036
39240
24728
15823
10990
8075
6182
4885
3957
3270
2748
2341
2019
1758
1546
1369
1221
1096
989
897
817
748
687
633
585
543
505
470
440
412
386
363
342
323
305
289
274
260
247
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6mm
6.4mm
TM
ArchitEX™
|103
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1858mm2
16mm
152.4 x 76.2 x 6.4mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
44551
32352
20388
13048
9061
6657
5097
4027
3262
2696
2265
1930
1664
1450
1274
1129
1007
904
816
740
674
617
566
522
483
447
416
388
362
339
319
300
282
266
252
238
226
214
204
54036
39240
24728
15823
10990
8075
6182
4885
3957
3270
2748
2341
2019
1758
1546
1369
1221
1096
989
897
817
748
687
633
585
543
505
470
440
412
386
363
342
323
305
289
274
260
247
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
6.4mm
104| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
2729mm2
16mm
152.4 x 76.2 x 9.5mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
52556
44360
36164
27969
20073
14748
11291
8921
7226
5972
5018
4276
3687
3212
2823
2500
2230
2002
1807
1639
1493
1366
1255
1156
1069
991
922
859
803
752
706
664
625
590
558
528
500
475
452
143427
121060
98694
76327
54780
40246
30814
24347
19721
16298
13695
11669
10062
8765
7703
6824
6087
5463
4930
4472
4075
3728
3424
3155
2917
2705
2515
2345
2191
2052
1926
1811
1706
1610
1522
1441
1366
1297
1233
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
9.5mm
TM
ArchitEX™
|105
Columns – Allowable Concentric Axial Stresses and Loads
A
r
3697mm2
21mm
203.2 x 101.6 x 9.5mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
56459
50214
43970
37726
31481
25237
19451
15368
12448
10288
8645
7366
6351
5533
4863
4307
3842
3448
3112
2823
2572
2353
2161
1992
1841
1708
1588
1480
1383
1295
1216
1143
1077
1016
961
909
862
818
778
208715
185631
162547
139462
116378
93294
71904
56813
46019
38032
31958
27230
23479
20453
17976
15923
14203
12748
11505
10435
9508
8699
7989
7363
6808
6313
5870
5472
5113
4789
4494
4226
3981
3757
3551
3361
3187
3026
2876
Effective
Length (m)
Fa
(kPa)
Pa
(N)
203.2mm
9.5mm
106| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
4845mm2
22mm
203.2 x 101.6 x 12.7mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
56606
50435
44264
38093
31922
25751
19916
15736
12747
10534
8852
7542
6503
5665
4979
4411
3934
3531
3187
2890
2634
2410
2213
2039
1886
1748
1626
1516
1416
1326
1245
1170
1103
1041
984
931
883
838
797
274263
244364
214465
184566
154666
124767
96498
76246
61759
51040
42888
36544
31510
27448
24125
21370
19061
17108
15440
14004
12760
11675
10722
9881
9136
8472
7877
7344
6862
6427
6031
5671
5342
5042
4765
4511
4277
4060
3860
Effective
Length (m)
Fa
(kPa)
Pa
(N)
203.2mm
12.7mm
TM
ArchitEX™
|107
Columns – Allowable Concentric Axial Stresses and Loads
A
r
4658mm2
26mm
254 x 127 x 9.5mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
58860
53817
48773
43730
38686
33643
28599
23556
19082
15770
13251
11291
9736
8481
7454
6603
5889
5286
4770
4327
3943
3607
3313
3053
2823
2618
2434
2269
2120
1986
1863
1752
1651
1558
1472
1394
1321
1255
1193
274175
250682
227189
203696
180202
156709
133216
109723
88885
73458
61725
52594
45349
39504
34721
30756
27434
24622
22221
20155
18365
16802
15431
14222
13149
12193
11337
10569
9876
9249
8680
8162
7689
7256
6858
6493
6155
5844
5555
Effective
Length (m)
Fa
(kPa)
Pa
(N)
254mm
9.5mm
108| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
6135mm2
26mm
254 x 127 x 12.7mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
58860
53817
48773
43730
38686
33643
28599
23556
19082
15770
13251
11291
9736
8481
7454
6603
5889
5286
4770
4327
3943
3607
3313
3053
2823
2618
2434
2269
2120
1986
1863
1752
1651
1558
1472
1394
1321
1255
1193
361137
330192
299247
268303
237358
206413
175469
144524
117076
96757
81303
69276
59733
52034
45733
40511
36135
32431
29269
26548
24189
22132
20326
18732
17319
16060
14933
13921
13008
12183
11433
10751
10128
9557
9034
8552
8108
7697
7317
Effective
Length (m)
Fa
(kPa)
Pa
(N)
254mm
12.7mm
ArchitEX™
|109
TM
Columns – Allowable Concentric Axial Stresses and Loads
A
r
7426mm2
32mm
304.8 x 152.4 x 12.7mm I-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
60622
56459
52296
48133
43970
39807
35644
31481
27318
23148
19451
16573
14290
12448
10941
9692
8645
7759
7002
6351
5787
5295
4863
4481
4143
3842
3573
3330
3112
2915
2735
2572
2423
2286
2161
2046
1940
1841
1751
450164
419251
388338
357425
326512
295598
264685
233772
202859
171891
144436
123070
106116
92439
81245
71968
64194
57614
51997
47163
42973
39317
36109
33278
30767
28531
26529
24731
23110
21643
20311
19099
17992
16979
16048
15193
14404
13674
12999
Effective
Length (m)
Fa
(kPa)
Pa
(N)
304.8mm
12.7mm
110| TREADWELL treadwellgroup.com.au
ArchitEX™
| 111
Columns – Allowable Concentric Axial Stresses and Loads
TM
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1374.19mm2
18.54mm
76.2 x 76.2 x 6.4mm WF-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
54577
47392
40206
33021
25835
19187
14690
11607
9402
7770
6529
5563
4797
4178
3672
3253
2902
2604
2350
2132
1942
1777
1632
74999
65125
55251
45377
35503
26366
20187
15950
12920
10677
8972
7645
6592
5742
5047
4470
3988
3579
3230
2930
2669
2442
2243
Effective
Length (m)
Fa
(kPa)
Pa
(N)
76.2mm
6.4mm
112| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1864.51mm2
24.38mm
101.6 x 101.6 x 6.4mm WF-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
43630
40217
36804
33390
29977
26564
23151
19738
16325
13437
11291
9621
8295
7226
6351
5626
5018
4504
4065
3687
3359
3074
2823
2601
2405
2230
2074
1933
1807
1692
1588
81348
74984
68621
62257
55893
49529
43166
36802
30438
25054
21052
17938
15467
13473
11842
10490
9357
8398
7579
6874
6264
5731
5263
4850
4485
4158
3867
3605
3368
3155
2960
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6mm
6.4mm
TM
ArchitEX™
|113
Columns – Allowable Concentric Axial Stresses and Loads
A
r
2832.25mm2
36.32mm
152.4 x 152.4 x 6.4mm WF-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
21067
20387
19706
19025
18345
17664
16983
16303
15622
14941
14261
13580
12899
12219
11538
10857
10177
9496
8815
8135
7454
6820
6263
5772
5337
4949
4602
4290
4009
3754
3523
3313
3121
2945
2784
2635
2498
2372
2255
59668
57740
55812
53884
51957
50029
48101
46173
44245
42317
40390
38462
36534
34606
32678
30750
28823
26895
24967
23039
21111
19315
17739
16349
15115
14016
13033
12150
11353
10633
9978
9383
8839
8341
7884
7464
7076
6718
6386
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
6.4mm
114| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
4180.64mm2
36.58mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
45905
43630
41354
39079
36804
34528
32253
29977
27702
25427
23151
20876
18600
16325
14290
12658
11291
10134
9146
8295
7558
6916
6351
5853
5412
5018
4666
4350
4065
3807
3573
3359
3165
2986
2823
2672
2533
2405
2286
152.4 x 152.4 x 9.5mm WF-Beam
191912
182400
172887
163375
153862
144350
134837
125324
115812
106299
96787
87274
77762
68249
59742
52921
47204
42366
38235
34680
31599
28911
26552
24470
22624
20979
19508
18186
16993
15915
14936
14044
13230
12485
11801
11172
10591
10055
9559
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
9.5mm
TM
ArchitEX™
|115
Columns – Allowable Concentric Axial Stresses and Loads
A
r
5632.25mm2
48.77mm
203.2 x 203.2 x 9.5mm WF-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
26943
26222
25501
24780
24059
23338
22616
21895
21174
20453
19732
19011
18289
17568
16847
16126
15405
14684
13962
13241
12520
11799
11078
10356
9621
8921
8295
7733
7226
6768
6351
5972
5626
5309
5018
4751
4504
4276
4065
151752
147690
143628
139566
135505
131443
127381
123319
119257
115196
111134
107072
103010
98948
94887
90825
86763
82701
78639
74578
70516
66454
62392
58330
54187
50247
46722
43556
40700
38117
35772
33637
31687
29902
28264
26757
25367
24083
22894
Effective
Length (m)
Fa
(kPa)
Pa
(N)
203.2mm
9.5mm
116| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
7425.79mm2
49.02mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
47060
45363
43665
41967
40270
38572
36874
35177
33479
31781
30083
28386
26688
24990
23293
21595
19897
18200
16502
14902
13578
12423
11409
10515
9721
9015
8382
7814
7302
6838
6418
6035
5685
5365
5071
4800
4551
4321
4107
203.2 x 203.2 x 12.7mm WF-Beam
349461
336854
324248
311641
299034
286427
273821
261214
248607
236000
223394
210787
198180
185573
172967
160360
147753
135146
122540
110656
100825
92248
84721
78079
72188
66940
62244
58025
54221
50780
47655
44811
42214
39836
37654
35646
33794
32084
30499
Effective
Length (m)
Fa
(kPa)
Pa
(N)
203.2mm
12.7mm
TM
ArchitEX™
| 117
Columns – Allowable Concentric Axial Stresses and Loads
A
r
7135.47mm2
60.45mm
254.0 x 254.0 x 9.5mm WF-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
17572
17274
16976
16678
16380
16082
15785
15487
15189
14891
14593
14295
13997
13699
13401
13103
12806
12508
12210
11912
11614
11316
11018
10720
10422
10125
9827
9529
9231
8933
8635
8337
8039
7741
7444
7146
6848
6550
6246
125384
123258
121133
119007
116881
114756
112630
110504
108379
106253
104128
102002
99876
97751
95625
93500
91374
89248
87123
84997
82871
80746
78620
76495
74369
72243
70118
67992
65867
63741
61615
59490
57364
55239
53113
50987
48862
46736
44567
Effective
Length (m)
Fa
(kPa)
Pa
(N)
254.0mm
9.5mm
118| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
9361.27mm2
60.96mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
30894
30193
29493
28792
28091
27391
26690
25989
25289
24588
23887
23187
22486
21786
21085
20834
19684
18983
18282
17582
16881
16181
15480
14779
14079
13378
12677
11977
11276
10574
9924
9331
8791
8295
7841
7423
7037
6681
6351
254.0 x 254.0 x 12.7mm WF-Beam
289205
282646
276088
269529
262970
256411
249852
243294
236735
230176
223617
217058
210500
203941
197382
190823
184264
177706
171147
164588
158029
151471
144912
138353
131794
125235
118677
112118
105559
98989
92899
87354
82291
77656
73402
69488
65879
62544
59456
Effective
Length (m)
Fa
(kPa)
Pa
(N)
254.0mm
12.7mm
TM
ArchitEX™
|119
Columns – Allowable Concentric Axial Stresses and Loads
A
r
11296.75mm2
72.90mm
304.8 x 304.8 x 12.7mm WF-Beam
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
21750
21411
21072
20733
20394
20055
19715
19376
19037
18698
18359
18020
17681
17341
17002
16663
16324
15985
15646
15307
14967
14628
14289
13950
13611
13272
12932
12593
12254
11915
11576
11237
10898
10558
10219
9980
9541
9202
8863
245708
241877
238046
234214
230383
226552
222721
218889
215058
211227
207395
203564
199733
195902
192070
188239
184408
180576
176745
172914
169083
165251
161420
157589
153757
149926
146095
142264
138432
134601
130770
126938
123107
119276
115445
111613
107782
103951
100119
Effective
Length (m)
Fa
(kPa)
Pa
(N)
304.8mm
12.7mm
120| TREADWELL treadwellgroup.com.au
TM
ArchitEX™
|121
Columns – Allowable Concentric Axial Stresses and Loads
v
A
r
1122.58mm2
18.54mm
50.8 x 50.8 x 6.4mm Square Hollow Section
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
54577
47395
40206
33021
25835
19187
14690
11607
9402
7770
6529
5563
4797
4178
3672
3253
2902
2604
2350
2132
1942
1777
1632
61267
53201
45135
37068
29002
21539
16491
13030
10554
8722
7329
6245
5385
4691
4123
3652
3257
2924
2639
2393
2181
1995
1832
Effective
Length (m)
Fa
(kPa)
Pa
(N)
50.8mm
6.4mm
122| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
800.0mm2
13.21mm
38.1 x 38.1 x 6.4mm Square Hollow Section
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
48773
38686
28599
19082
13251
9736
7454
5889
4770
3943
3313
2823
2434
2120
1863
1651
39019
30949
22879
15265
10601
7789
5963
4712
3816
3154
2650
2258
1947
1696
1491
1321
Effective
Length (m)
Fa
(kPa)
Pa
(N)
38.1mm
6.4mm
A
r
961.29mm2
15.75mm
44.5 x 44.5 x 6.4mm Square Hollow Section
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
52027
43367
35107
26647
18838
13840
10596
8372
6782
5605
4710
4013
3460
3014
2649
2347
2093
1879
1695
50015
41881
33748
25615
18109
13304
10186
8048
6519
5388
4527
3857
3326
2897
2547
2256
2012
1806
1630
Effective
Length (m)
Fa
(kPa)
Pa
(N)
44.5mm
6.4mm
TM
ArchitEX™
|123
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1445.16mm2
23.37mm
67.2 x 67.2 x 6.4mm Square Hollow Section
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
57545
51843
46142
40440
34739
29038
23332
18435
14932
12341
10370
8836
7619
6637
5833
5167
4609
4136
3733
3386
3085
2823
2592
2389
2209
2048
1905
1776
1659
83161
74922
66682
58443
50203
41964
33718
26642
21580
17834
14986
12769
11010
9591
8430
7467
6660
5978
5395
4893
4459
4079
3746
3453
3192
2960
2753
2566
2398
Effective
Length (m)
Fa
(kPa)
Pa
(N)
67.2mm
6.4mm
124| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1767.74mm2
28.70mm
76.2 x 76.2 x 6.4mm Square Hollow Section
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
59964
55022
50380
45738
41096
36455
31813
27171
22527
18618
15644
13330
11494
10012
8800
7795
6953
6240
5632
5108
4654
4258
3911
3604
3332
3090
2873
2679
2503
2344
2200
2069
1949
1839
1738
1646
105470
97264
89059
80853
72648
64442
56236
48031
39823
32911
27655
23564
20318
17699
15556
13779
12291
11031
9956
9030
8228
7528
6914
6372
5891
5463
5079
4735
4425
4144
3889
3657
3445
3251
3073
2909
Effective
Length (m)
Fa
(kPa)
Pa
(N)
76.2mm
6.4mm
TM
ArchitEX™
|125
Columns – Allowable Concentric Axial Stresses and Loads
A
r
1767.74mm2
28.70mm
88.9 x 88.9 x 6.4mm Square Hollow Section
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
61000
57026
53053
49079
45105
41132
37158
33184
29210
25237
21347
18189
15684
13662
12008
10637
9488
8515
7685
6971
6351
5811
5337
4918
4547
4217
3921
3655
3416
3199
3002
2823
2659
2509
2372
2245
2129
2021
1921
127510
119203
110897
102591
94284
85978
77672
69365
61059
52753
44622
38021
32784
28558
25100
22234
19832
17800
16064
14571
13276
12147
11156
10281
9505
8814
8196
7640
7140
6686
6275
5900
5558
5245
4958
4694
4450
4225
4016
Effective
Length (m)
Fa
(kPa)
Pa
(N)
88.9mm
6.4mm
126| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
2412.90mm2
38.86mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
62091
58663
55234
51806
48378
44949
41521
38093
34665
31236
27808
24380
21071
18355
16132
14290
12747
11440
10325
9365
8533
7807
7170
6608
6109
5665
5268
4911
4589
4297
4033
3792
3573
3371
3187
3017
2860
2715
2581
149819
141547
133275
125003
116731
108458
100186
91914
83642
75370
67098
58826
50842
44289
38926
34481
30756
27604
24912
22596
20589
18837
17300
15944
14741
13669
12710
11849
11072
10369
9731
9151
8620
8135
7689
7279
6901
6552
6228
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6 x 101.6 x 6.4mm Square Hollow Section
101.6mm
6.4mm
TM
ArchitEX™
|127
Columns – Allowable Concentric Axial Stresses and Loads
v
0.30
0.61
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
91014
91014
91014
91014
86198
59860
43979
33671
26604
21550
17810
14965
12751
10995
9578
272605
272605
272605
272605
258181
179292
131725
100852
79685
64545
53343
44823
38192
32931
28687
A
r
2995.2mm2
38.351358mm
101.6 x 101.6 x 8mm Square Hollow Section
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6mm
8mm
128| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
3503.22mm2
37.59mm
101.6 x 101.6 x 9.5mm Square Hollow Section
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
61589
58315
54771
51227
47683
44139
40595
37050
33506
29962
26418
22866
19716
17175
15095
13372
11927
10705
9661
8763
7985
7305
6709
6183
5717
5301
4929
4595
4294
4021
3774
3549
3343
3155
2982
2823
2676
2541
2415
216707
204291
191875
179459
167043
154628
142212
129796
117830
104964
92548
80105
69070
60168
52882
46843
41783
37501
33844
30698
27971
25591
23503
21660
20026
18570
17268
16097
15042
14087
13220
12431
11711
11051
10446
9889
9375
8901
8461
Effective
Length (m)
Fa
(kPa)
Pa
(N)
101.6mm
9.5mm
TM
ArchitEX™
|129
Columns – Allowable Concentric Axial Stresses and Loads
v
0.30
0.61
0.91
1.22
1.52
1.83
2.13
2.44
2.74
3.05
3.35
3.66
3.96
4.27
4.57
91014
227535
227535
227535
215495
149650
109947
84178
66511
53874
44524
37412
31878
27487
23944
346581
866453
866453
866453
820606
569866
418677
320549
253274
205152
169547
142466
121391
104669
91178
A
r
3808mm2
48.691204mm
127 x 127 x 8mm Square Hollow Section
Effective
Length (m)
Fa
(kPa)
Pa
(N)
127mm
8mm
130| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
5335.47mm2
58.17mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
51967
50371
48775
47179
45584
43988
42392
40797
39201
37605
36009
34414
32818
31222
29626
28031
26435
24839
23129
20979
19115
17489
16062
14803
13686
12691
11801
11001
10280
9627
9035
8496
8003
7552
7139
6758
6407
6083
5782
277266
26873
260239
251725
243211
234697
226183
217669
209155
200641
192127
183613
175099
166585
158071
149557
141043
132529
123407
111934
101989
93313
85699
78980
73022
67713
62963
58695
54847
51366
48206
45328
42701
40296
38089
36057
34185
32454
30852
152.4 x 153.4 x 9.5mm Square Hollow Section
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
9.5mm
ArchitEX™
|131
132| TREADWELL treadwellgroup.com.au
Columns – Allowable Concentric Axial Stresses and Loads
A
r
3019.3mm2
40.89mm
0.30
0.46
0.61
0.76
0.91
1.07
1.22
1.37
1.52
1.68
1.83
1.98
2.13
2.29
2.44
2.59
2.74
2.90
3.05
3.20
3.35
3.51
3.66
3.81
3.96
4.12
4.27
4.42
4.57
4.72
4.88
5.03
5.18
5.33
5.49
5.64
5.79
5.94
6.10
34263
33000
31736
30473
29209
27946
26682
25419
24155
22892
21628
20365
19101
17838
16574
15311
14047
12668
11433
10370
9448
8645
7939
7317
6765
6273
5833
5438
5081
4759
4466
4199
3956
3733
3529
3340
3167
3007
2858
152.4 x 101.6 x 6.4mm Rectangular Hollow Section
103453
99638
95823
92008
88193
84378
80563
76748
72933
69118
65303
61488
57673
53858
50043
46228
42413
38248
34519
31310
28528
26101
23972
22092
20426
18941
17612
16418
15342
14368
13484
12679
11944
11272
10654
10086
9562
9078
8630
Effective
Length (m)
Fa
(kPa)
Pa
(N)
152.4mm
6.4mm
101.6mm
TM
ArchitEX™
|133
SPACE GASS Input Guide
With the increasing popularity of SPACE GASS with the engineering and planning community at large, Treadwell is aware that it essential to aid
users and make usage of this multi-purpose 3D analysis and design program simpler with our product guide. Instructions are tabulated step by step
below on how to use our tables with the program.
Instructions
Under the Section segment:
On the second line:
1.	 A refers to Cross Sectional Area found in all products under Sectional Properties.
2.	 J refers to Torsion Constant found in all products under Sectional Properties.
3.	 Iy
refers to moment of inertia about the Y axis found in all products under Sectional Properties.
4.	 Iz
refers to moment of inertia about the X axis found in all products under Sectional Properties.
5.	 Ay
refers to shear area. This can be left as zero.
6.	 Az
refers to shear area. This can be left as zero.
7.	 Alpha does not need to be altered.
8.	 Mark refers to section mark. This is not important for design.
Under the Material segment:
1.	 The first box refers to the material number.
2.	 The second box refers to the material name.
3.	 E refers to the Modulus of Elasticity found on pages 10 & 12 under Coupon Properties.
4.	 Poisson’s refers to the Poisson’s Ratio of FRP which is 0.23.
5.	 Mass Density refers to Density found on pages 10 & 12 under Coupon Properties.
6.	 Temp. Coefficient refers to the Coefficient of Thermal Expansion, LW, found on pages 10 & 12 under Coupon Properties.
7.	 F’c refers to the compressive strength of concrete which is 0.
SPACE GASS Input Guide
134| TREADWELL treadwellgroup.com.au
TM
ArchitEX™
|135
Corrosion Guide
Information contained in this guide is based on data collected from several
years of actual industrial applications. Recommendations are based on
conservative evaluations of the changes which occur in certain properties of
replicate laminates after exposures of one year or longer, both in the laboratory
and the field.
Temperatures are neither the minimum nor the maximum but represent
standard test conditions (Room Temperature & 70˚C). The products may be
suitable at higher temperatures but individual test data should be required to
establish such suitability. Contact Treadwell for any special applications that
you may have.
The recommendations ( • : resistant: – :not resistant) contained in this
specification sheet are made without guarantee or representation as to results.
We suggest that you evaluate these recommendations and suggestions in your
own laboratory oractual field trial prior to use. Our responsibility for claims
arising from breach of warranty, negligence, or otherwise is limited to the
purchase price of the material.
Acetaldehyde
Acetic Acid 0-25%
Acetic Acid 25-50%
Acetic Anhydride
Acetone
Acrylonitrile
Alcohol, Butyl
Alcohol, Ethyl 10%
Alcohol, Ethyl 100%
Alcohol, Isopropyl 10%
Alcohol, Isopropyl 10O%
Alcohol, Methyl 10%
Alcohol, Methyl 100%
Alcohol, Methyl Isobutyl
Alcohol, Secondary Butyl
Alum
Aluminium Chloride
Aluminium Hydroxide
Aluminium Nitrate
Aluminium Potassium Sulfate
Ammonia, Aqueous 0-10%
Ammonia, Gas
Ammonium Bicarbonate
Ammonium Bisulfite
Ammonium Carbonate
Ammonium Citrate
Ammonium Fluoride
Ammonium Hydroxide 5%
Ammonium Hydroxide 10%
Ammonium Hydroxide 20%
Ammonium Nitrate
Ammonium Persulfate
Ammonium Phosphate
Ammonium Sulfate
Arsenious Sulfate
O-Benzoyl Benzoic Acid
Barium Carbonate
Barium Chloride
Barium Hydroxide
Barium Sulfate
Barium Sulfide
Beer
Benzene
5% Benzene in Kerosene
Benzene Sulfonic Acid
Benzoic Acid
Benzyl Alcohol
Benzyl Chloride
Brass Plating Solution:
– 3% Copper Cyanide
– 6% Sodium Cyanide
– 1% Zinc Cyanide
– 3% Sodium Carbonate
Butyl Acetate
Butyric Acid 0-50%
Butylene Glycol
Cadmium Chloride
Cadmium Cyanide Plating Soln:
– 3% Cadmium Oxide
– 6% Sodium Cyanide
– 1% Caustic Soda
Calcium Bisulfate
Calcium Carbonate
Calcium Chlorate
Calcium Chloride
Calcium Hydroxide
Calcium Hypochlorite
Calcium Nitrate
Calcium Sulfate
Calcium Sulfite
Caprylic Acid
Carbon Dioxide
Chemical
I-Series
Room
Temp
Room
Temp70°C 70°C
V-Series
Chemical
I-Series
Room
Temp
Room
Temp70°C 70°C
V-Series
–
∙
∙
–
–
–
–
–
–
–
–
–
–
–
–
∙
∙
∙
∙
∙
∙
–
∙
–
∙
–
∙
∙
∙
–
–
–
–
–
–
–
∙
∙
∙
–
–
–
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
–
–
∙
–
–
∙
–
∙
∙
–
∙
–
–
∙
∙
–
–
–
–
∙
–
–
–
–
∙
–
–
–
–
–
–
–
–
–
∙
–
–
–
–
∙
–
∙
∙
–
–
∙
∙
∙
–
∙
∙
∙
49
∙
∙
49
–
∙
∙
∙
–
–
∙
∙
∙
∙
–
∙
∙
∙
49
49
49
∙
∙
∙
∙
49
49
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
–
∙
∙
∙
∙
–
∙
∙
∙
∙
–
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
–
∙
–
–
–
–
–
–
–
–
–
–
–
–
–
∙
∙
–
∙
∙
–
–
–
–
–
–
–
–
–
–
∙
–
–
∙
–
–
–
∙
∙
–
–
–
∙
∙
∙
∙
∙
∙
–
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
∙
–
∙
∙
–
–
–
–
66
–
66
–
66
–
66
66
∙
∙
49
∙
∙
38
38
49
49
49
49
49
49
49
49
49
49
49
∙
∙
∙
136| TREADWELL treadwellgroup.com.au
Corrosion Guide
Chemical Chemical
I-Series I-Series
Room
Temp
Room
Temp
Room
Temp
Room
Temp
70°C 70°C70°C 70°C
V-Series V-Series
Carbon Disulfide
Carbon Monoxide
Carbon Tetrachloride
Carbon Acid
Castor Oil
Carbon Methyl Cellulose
Chlorinated Wax
Chlorine Doixide/Air
Chlorine Dioxide, Wet Gas
Chlorine, Dry Gas
Chlorine, Wet Gas
Chlorine, Liquid
Chlorine, Water
Chloroacetic Acid 0-50%
Chlorobenzene
Chloroform
Chlorosulfonic Acid
Chromic Acid 20%
Chromic Acid 30%
Chromium Sulfate
Citric Acid
Coconut Oil
Copper Chloride
Copper Cyanide
Copper Fluoride
Copper Nitrate
Copper Plating Solution:
– Copper Cyanide
– 10.5% Copper
– 4% Copper Cyanide
– 6% Rochelle Salts
Copper Brite Plating:
– Caustic Cyanide
Copper Plating Solution:
– 45% Copper Fluorobrate
– 19% Copper Sulfate
– 8% Sulfuric Acid
Copper Matte Dipping Bath:
– 30% Ferric Chloride
– 19% Hydrochloric
Copper Pickling Bath:
– 10% Ferric Sulfate
– 10% Sulfuric Acid
Copper Sulfate
Corn Oil
Corn Starch-Slurry
Corn Sugar
Cottonseed Oil
Crude Oil, Sour
Crude Oil, Sweet
Cyclohexane
Detergents, Sulfonated
Di-Ammonium Phosphate
Dibromophenol
Dibutyl Ether
Dichloro Benzene
Dichloroethylene
Diesel Fuel
Diethylene Glycol
Dimenthyl Phthalate
Dioctyl Phthalate
Diprophylene Gylcol
Dodecyl Alcohol
Esters, Fatty Acids
Ethyl Acetate
Ethyl Benzene
Ethyl Ether
Ethylene Gylcol
Ethylene Dichloride
Fatty Acids
Ferric Chloride
Ferric Nitrate
Ferric Sulfate
Ferrous Chloride
Ferrous Nitrate
Ferrous Sulfate
8-8-8 Fertiliser
Fertiliser:
– Urea Ammoium Nitrate
Fuel Gas
Fluoboric Acid
Fluosilicic Acid 0-20%
Formaldehyde
Formic Acid
Fuel Oil
Gas Natural
Gasoline, Auto
Gasoline, Aviation
Gasoline, Ethyl
Gluconic Acid
Gasoline, Sour
Glucose
• •
•
•
•
•
•
•
•
•
•
•
•
•
• • •
•
•
•
•
•
•
•
38
49
–
–
––
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
–
•
•
• –
•
• –
• •• •
–• • •
•
•
•
•
• •• •
• •• •
• •• •
• •• •
–
–
–
–
–
–
– –– –
– –– –
– –– –
– –– –
•
•
•
•
•
•
•
•
•
•
•
•
–
–
–
–
–
–
–
–
–
–
–
–
–
–
•
•
•
•
•
•
•
•
•
•
•
•
•
•
–
–
–
–
–
–
–
–
–
–
–
–
–
–
• •
38
49
38
• –
• –
• –
•
•
–
–
• – •
• –
–– •
• – • •
•
•
•
•
• •
•
•
•
•
•
•
– –– –
– –– –
– –– –
49
49
•
••
•
•
•
•
•
• • •
•
•
•
• • •
•
•
–
––
–
–
–
••
•
•
••
•
–
–
–•
•
•
•
–
–
–
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
• •
•
•
•
• • •
•
•
•
•
• •
•
•
•
•
•
•
• •
• • •
• • • •
•
–
–
–
–
–
–
–
–
–
–
– –
– –– –
–
–
–
–
–
–
–
–
49
49
49
–
–
–
• •––
–
TM
ArchitEX™
|137
TM
Corrosion Guide
Chemical Chemical
I-Series I-Series
Room
Temp
Room
Temp
Room
Temp
Room
Temp
70°C 70°C70°C 70°C
V-Series V-Series
Glycerine
Glycol, Ethylene
Glycol, Propylene
Glycolic Acid
Gold Plating Solution:
– 63% Potassium Ferrocyanide
– 2% Potassium Gold Cyanide
– 8% Sodium Cyanide
Heptane
Hexane
Hexylene Glycol
Hydraulic Fluid
Hydrobromic Acid 0-25%
Hydrochloric Acid 0-37%
Hydrocyanic Acid
Hydrofluoric Acid 10%
Hydrofluosilicic Acid, 10%
Hydrogen Bromide, Wet Gas
Hydrogen Chloride, Dry Gas
Hydrogen Chloride, Wet Gas
Hydrogen Peroxide
Hydrogen Sulfide, Dry
Hydrogen Sulfide, Aqueous
Hydrogen Fluoride, Vapour
Hydrosulfite Bleach
Hydrochlorus Acid 0-10%
Iron Plating Solution:
– 45% Fecl: 15% Cacl
– 20% Fecl: 11% (Nh4)2 So4
Iron And Steel Claeaning Bath:
–9% Hydrochloric: 23% Sulfuric
Isopropyl Amine
Isopropyl Palmitate
Jet Fuel
Kerosene
Lactic Acid
Lauroryl Chloride
Lauric Acid
Lead Acetate
Lead Chloride
Lead Nitrate
Lead Plating Solution:
–.8% Fluoboric, 0.4% Boric Acid
Levulinic Acid
Linseed Oil
Lithium Bromide
Lithium Sulfate
Magnesium Bisulfite
Magnesium Carbonate
Magnesium Chloride
Magnesium Hydroxide
Magnesium Nitrate
Magnesium Sulfate
Maleic Acid
Mercuric Chloride
Mercurous Chloride
Methylene Chloride
Methyl Ethyl Ketone
Methyl Isobutyl Carbitol
Methanol (See Alcohol)
Methyl Isobutyl Ketone
Methyl Styrene
Mineral Oils
Molybdenum Disulfide
Monochloro Acetic Acid
Monoethyanolamine
Motor Oil
Myristic Acid
Naptha
Napthalene
Nickel Chloride
Nickel Nitrate
Nickel Plating:
– 8% Lead, 0.8% Flouboric Acid
– 0.4% Boric Acid
Nickel Plating:
– 11% Nickel Sulfate
– 2% Nickel Chloride
– 1% Boric Acid
Nickel Plating:
– 44% Nickel Sulfate
– 4% Ammonium Chloride
– 4% Boric Acid
Nickel Sulfate
Nitric Acid 0-5%
Nitric Acid 20%
Nitric Acid Fumes
Nibrobenzene
Octanoci Acid
Oil, Sour Crude
Oil, Sweet Crude
Oleic Acid
• •
•
•
•
•
•
•
•
•
• •
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
–
•
•
•
•
•
–
––
–
––
––
–
•
••
•
•
•
•
•
•
•
•
•
•
•
•
•
• •
•
•
•
–
–
–
–
–
–
–
–
–
–
–
•
•
•
••
•
•
–
–
–•
• •
•
•
•
•
•
–
––
•
•
•
•
• •
•
• •
•
•
•
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49
– –– –
– –– –
– –– –
138| TREADWELL treadwellgroup.com.au
Corrosion Guide
Chemical Chemical
I-Series I-Series
Room
Temp
Room
Temp
Room
Temp
Room
Temp70°C 70°C70°C 70°C
V-Series V-Series
Oleum (Fuming Sulfuric)
Olive Oil
Oxalic Acid
Peroxide Bleach:
– 25% Peroxide 95%
– 0.025% Epsom Salts
– 5% Sodium Silicate 42.Be
– 1.4% Sulfuric Acid 66.Be
Phenol
Phenol Sulfonic Acid
Phosphoric Acid
Phosphoric Acid Fumes
Phosphorous Pentoxide
Phosphorous Trichloride
Phthalic Acid
Pickling Acids
(Sulfuric & Hydrochloric)
Picric Acid, Alcoholic
Polyvinyl Acetate Latex
Polyvinyl Alcohol
Polyvinyl Chloride Latex W/35
(Parts Dop)
Potassium Aluminium Sulfate
Potassium Bicarbonate
Potassium Bromide
Potassium Carbonate
Potassium Chloride
Potassium Dichromate
Potassium Ferricyanide
Potassium Ferrocyanide
Potassium Hydroxide
Potassium Nitrate
Potassium Permanganate
Potassium Persulfate
Potassium Sulfate
Propionic Acid 1-50%
Propionic Acid 50-100%
Propylene Glycol
Pulp Paper Mill Effluent
Pyridine
Salicylic Acid
Sebacic Acid
Selenious Acid
Silver Nitrate
Silver Plating Solution:
– 44% Silver Cyanide
– 7% Potassium Cyanide
– 5% Sodium Cyanide
– 2% Potassium Carbonate
Soaps
Sodium Acetate
Sodium Benzoate
Sodium Bicarbonate
Sodium Bifluoride
Sodium Bisulfate
Sodium Bisulfite
Sodium Bromate
Sodium Bromide
Sodium Carbonate 0-25%
Sodium Chlorate
Sodium Chloride
Sodium Chlorite
Sodium Chromite
Sodium Cyanide
Sodium Dichromate
Sodium Di-Phosphate
Sodium Ferricyanide
Sodium Fluoride
Sodium Fluoro Silicate
Sodium Hexametaphosphates
Sodium Hydroxide 0-5%
Sodium Hydroxide 5-25%
Sodium Hydroxide 50%
Sodium Hydrosulfide
Sodium Hypochlorite
Sodium Lauryl Sulfate
Sodium Mono-Phosphate
Sodium Nitrate
Sodium Silicate
Sodium Sulfate
Sodium Sulfide
Sodium Sulfite
Sodium Tetra Borate
Sodium Thiocyanate
Sodium Thiosulfate
Sodium Tripolyphosphate
Sodium Xylene Sulfonate
Sodium Solutions
Sodium Crude Oil
Soya Oil
Stannic Chloride
Stannous Chloride
Stearic Acid
Styrene
• •
•
•
• • •
•
•
•
•
•
•
•
•
•
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•
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60
66
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38
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49
–
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–
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–
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• –
• –
• –
• –
• –
• –
• • •
•
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– –– –
49
49
38
66
66
66
66
TM
ArchitEX™
|139
Corrosion Guide
Chemical Chemical
I-Series I-Series
Room
Temp
Room
Temp
Room
Temp
Room
Temp70°C 70°C70°C 70°C
V-Series V-Series
Sugar, Beet And Cane Liquor
Sugar, Sucrose
Sulfamic Acid
Sulfanilic Acid
Sulfated Detergents
Sulfur Dioxide, Dry Or Wet
Sulfur Trioxide/Air
Sulfuric Acid 0-30%
Sulfuric Acid 30-50%
Sulfuric Acid 50-70%
Sulfurous Acid
Superphosphoric Acid (76% P2 05)
Tall Oil
Tannic Acid
Tartaric Acid
Thionyl Chloride
Tin Plating:
– 18% Stannous Fluorborate
– 7% Tin
– 9% Fluoroboric Acid
– 2% Boric Acid
Toluene
Toluene Sulfonic Acid
Transformer Oils:
– Mineral Oil Types
– Chloro-Phenyl Types)
Trichlor Acetic Acid
Trichlorethylene
Trichloropenol
Tricresyl Phosphate
Tridecylbenzene Sulfonate
Trisodium Phosphate
Turpentine
Urea
Vegetable Oils
Vinegar
Vinyl Acetate
Water:
– Deionised
– Demineralised
– Distilled
– Fresh
– Salt
– Sea
White Liquor (Pulp Mill)
Xylene
Zinc Chlorate
Zinc Nitrate
Zinc Plating Solution:
– 9% Zinc Cyanide
– 4% Sodium Cyanide
–9% Sodium Hydroxide
Zinc Plating Solution:
– (49% Zinc Fluoroborate
– 5% Ammonium Chloride
– 6% Ammonium Fluoroborate
Zinc Sulfate
• –
• –
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• –
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49
66
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•
•
•
•
• • • •
49
49
49
– –– –
140| TREADWELL treadwellgroup.com.au
Notes
Structural Product Guide of Treadwell Group
V7 01062017

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Structural Product Guide of Treadwell Group

  • 4. 4 | TREADWELL treadwellgroup.com.au Contents 4 | TREADWELL Section One: Introduction to Pultrusions Composition of Pultrusions Resin Systems The Pultrusion Process Environmental Conditions Section Two: Coupon Properties ArchitEX™ Profiles Typical Properties of Threaded Rod/Nuts Typical Coupon Properties of Flat Sheet Comparison Section Three: General Tolerances Cross Sectional Tolerance Straightness Twist Section Four: Sectional Properties C Section I-Beam WF-Beam Equal Leg Angle Rectangular Hollow Section Circular Hollow Section Solid Bar Circular Round Bar Embedment Angle Square Hollow Section 06 07 08 09 10 11 12 13 15 17 18 21 23 25 26 27 29 30 31 32 33 Quality Policy Quality is at the forefront of Treadwell Access Systems' working practices. With over 15 years of manufacturing to the highest quality standards, Treadwell Access Systems prides itself on its implementation of strict quality control measures, and strives to supply products that surpass customers' expectations. The company works on a policy of continuous improvement. Environmental Policy Treadwell Access Systems is conscious of the impact it has on the environment and its associated responsibilities. The company is committed to ensuring its operations satisfy both legal obligations and moral duties. Treadwell has been committed to sustainability for many years and is not just responding to current trends. treadwellgroup.com.au
  • 5. TM ArchitEX™ | 5 Contents ArchitEX™ | 5 Section Five: Beams - Allowables Uniform Loads Allowable Uniforms Loads Tables Technical Data Tables - C Section Technical Data Tables - I-Beam Technical Data Tables - WF-Beam Technical Data Tables - Rectangular Hollow Section Technical Data Tables - Square Hollow Section Technical Data Tables - Interlocking Deckboard Technical Data Tables - Flat Sheet Section Six: Columns Columns Section Seven: Columns - Allowable Concentric Axial Stresses and Loads Technical Data Tables - Angle Technical Data Tables - I-Beam Technical Data Tables - WF-Beam Technical Data Tables - Square Hollow Section Technical Data Tables - Rectangular Hollow Section Section Eight: Space Gass Input Guide Space Gass Input Guide Section Nine: Corrosion Guide Corrosion Guide 36 39 50 61 69 72 79 83 90 93 101 111 121 132 133 135
  • 6. 6 | TREADWELL treadwellgroup.com.au Introduction to Pultrusions Composition of FRP Pultrusions treadwellgroup.com.au What are pultrusions made of? resin formulations. The glass contributes its inherent tensile flexural strength while the addition of resin ensures impact and corrosion resistance. arrangements: glass roving which is unidirectional, and continuous stability as well as contributing to longitudinal strength properties. Another integral part of a pultrusion is the surface veil which provides enhanced UV protection, corrosion resistance and aesthetics. Roving manufactured on continuous rolls. Roving is usually the principal element in a pultrusion, comprising % - % percent of the total glass content. manufacture, the roving also provides unsurpassed tensile and flexural properties. The percentage of roving in a pultrusion is the major variable Mat Continuous strand mat constitutes the remainder of the glass reinforcement used in the pultrusion process. This would typically be % - between continuous strand mat and other hand-laid-up or press- used in the pultrusion process requires good tractive strength to ensure that it enters the die properly. Fibreglass continuous strand mat is predominately applied to obtain the desired transverse properties of the product, whereas roving provides longitudinal stability to a section. Roving lacks the required lateral cohesion that is also an essential element in maintaining the principally responsible for this. Surface Veil Most widely used today are synthetic variations which enhance the UV resistance properties and aesthetics. The veil also increases the resin content of the surface of the pultrusion which provides added corrosion resistance. Cross Section of Pultrusion Surface Veil Glass Roving Resin Rich Surface Continuous Strand Mat 6 | TREADWELL
  • 7. TM ArchitEX™ | 7 Introduction to Pultrusions Resin Systems ArchitEX™ | 7 When choosing a resin type for your application, we highly recommend you consult with us in relation to the application to ensure the correct resin is specified. Considerations such as corrosion, environment, temperature, fire resistance, smoke and smoke toxicity requirements must be taken into account, and will dictate which resin system should be utilised for optimum performance over time. Below is an overview of the resin systems offered in the ArchitEX™ range. O-Series® is an architectural grade polyester resin system with an intermediate level of chemical resistance, and is a good choice for commercial or light industrial applications, especially in areas where moisture is prevalent. O-Series® is often utilised for public infrastructure applications where it has been proven to outperform traditional timber decking products. This system is available with or without fire retardant additives. I-Series® is a premium isopthalic resin system. This system provides an intermediate level of chemical resistance and is the correct choice for areas subjected to splash and spill contact with harsh chemicals. This system is an excellent general-purpose resin and is a more favourably priced alternative to the vinyl ester system. This system has a flame spread of 25 (approximately 15) or less. V-Series® Vinyl ester resin is the most high quality chemical resistant system offered in the industry and has been developed for use in environments where FRP products are subject to frequent and direct contact with the harshest of chemical, including a broad range of acids and caustics. This system has a flame spread of 25 (approximately 15) or less. P-Series® The phenolic resin system is a system designed specifically for use where fire resistance, low smoke and low toxic fumes are critical. P-Series® is typically used in offshore applications and confined spaces where such criteria are an absolute necessity. This system is tested in accordance with ASTM E-84. Various products also conforming to US Coast Guard Approvals, Level 2 and 3, are also offered by Treadwell. This particular resin system has a flame spread rating of 5 and a smoke density rating of 5. O-Series® Polyester I-Series® Isopthalic V-Series® Vinyl Ester P-Series® Phenolic Chemical Resistance Fire Retardance Halogen Free Low Smoke Temperature Performance Standards Resin Systems Comparison Chart Chemical Resistance Strength Lightweight Cost Effectiveness Electrical Resistance ArchitEX™ Stainless Steel Galvanised Steel Aluminium Polyurethane ArchitEX™ Features and Benefits vs. Traditional Alternatives
  • 8. 8 | TREADWELL treadwellgroup.com.au The Pultrusion Process How the Pultrusion Machine Works Pultruding is the process that is used to form continuous structural profiles out of fibreglass and resin composites.The process is performed by a pultrusion machine. The first pultrusion process was developed in the mid-1940s with further major development and greater recognition in the mid-1950s. The term pultrusion was derived from a combination of the word pull and extrusion. There are some parallels between the two processes given that they both produce continuous profiles and involve some sort of forming die. The main difference being that the pultrusion process utilises a series of pullers, which draw the product through the entire process as compared to extruding, which uses pressure or a pushing force. The pultrusion process commences with fibreglass roving being pulled off rolls, through a guide and then being combined with the continuous strand mat. It is this fibreglass component that provides the resistance to tension that is necessary in the pultrusion process. The raw fibre is pulled through a series of guides or rollers and then enters a resin impregnation bath. The resin is usually a thermo-setting resin. Now that the fibres are thoroughly ‘wetted out’ with the resin, they pass through a series of tooling which arranges the fibres correctly and removes excesses of resin. This set of tooling and guides is referred to as the pre-former. At this stage, the surface veil is added. The uncured composite is then pulled into a heated die which commonly consists of 2-3 differing stages of temperature which initiate the curing of the resin component. The profile that exits the die is now a cured pultruded fibreglass reinforced plastic composite. It is this rigid profile that is gripped further down the line by the pulling mechanism which provides steady and continuous tractive effort. After passing through the pullers, the FRP profile reaches a cut-off saw. The saw cuts the pultrusion to the desired length without slowing or halting the process. This way high strength and light weight profiles can be created from fibreglass reinforced plastic to virtually any length required. Pultrusion Machine Glass Rovings Resin Impregnation Bath Preformer Pullers Surface Veils Heated Die Cut Off Saw Introduction to Pultrusions
  • 9. TM ArchitEX™ | 9 Pultrusion Availability Treadwell is arguably the largest stockist of FRP pultrusion products in Australia. We always stock a comprehensive range of I-Beam, CSection, HollowSectionandAngleproductswhicharecommonlyinhighdemand. Due to the consistent and rapid evolution of the fibreglass pultrusion market, we are continually revaluating our range of stocked products to ensure that our holdings accurately reflect customer demand. We utilise efficient transport networks across Australia to ensure rapid delivery to remote locations and stock products in most capital cities. Our complete range of products available is listed in the Section Properties tables. To obtain price and availability or find out if the product you require is a stock item, call Treadwell on 1800 246 800. Environmental Conditions Temperature When designing a structure that is going to incorporate FRP sections, it is essential to consider environment changes such as temperature. Continued exposure to elevated temperatures can cause polyester and vinyl ester fibreglass pultrusions to lose certain percentages of their properties. These tables shows the percentage of property retention when exposed to certain continuous temperatures. Modulus of Elasticity Ultimate Stress Weathering As with most plastic products, fibreglass reinforced pultrusions will undergo some form of visual degradation when exposed to outdoor weathering. Typically, the surface of ArchitEX™ Pultrusions have good water and ambient temperature resistant properties but are susceptible to ultra- violet(UV) light. UV light is the light spectrum between 290 and 400 nanometres. This light has a higher energy and causes significant degradation to polymers by breaking chemical bonds or starting chemical reactions. The fire retardant polyester formulations contain a halogen which makes these plastics typically more susceptible to UV light degeneration. Deterioration that has been caused by UV light can be identified by ‘fade’ and ‘yellowing’ on the pultrusion surface. Over an extended period of exposure, the actual glass fibres closest to the surface will become exposed. This state is known as fibrebloom and does not directly or immediately affect the physical properties of the section. Treadwell adds a UV stabiliser into the resin formulation. This is especially important due to the extreme exposure that our products experience in the Pacific region. Also, to ensure that our pultruded products endure a protracted lifespan, we use high quality polyester surface veils to ensure that the structural component of the composite is protected as well as possible from damaging and corroding elements. The ArchitEX™ range is also offered with a range of exterior coatings to enhance aesthetics. If a Urethane coating is applied, this will also provide a hugely effective protection barrier to outdoor weathering. Temperature 85% 90% 70% 80% 50% 80% Not Recommended 75% 37°C 51°C 65°C 79°C 93°C Not Recommended 50% Polyester Vinyl ester Temperature 100% 100% 90% 95% 85% 90% Not Recommended 88% 37°C 51°C 65°C 79°C 93°C Not Recommended 85% Polyester Vinyl ester Introduction to Pultrusions
  • 10. 10 | TREADWELL treadwellgroup.com.au Coupon Properties Typical Coupon Properties ArchitEX™ Profiles Below are test results for typical coupon properties of Treadwell Group’s structural fibreglass profiles. Properties are derived per the ASTM test method shown. Synthetic surfacing veil and ultraviolet inhibitors are standard. Tensile Stress, LW Tensile Stress, CW Tensile Modulus, LW Tensile Modulus, CW Compressive Stress, LW Compressive Stress, CW Compressive Modulus, LW Compressive Modulus, CW Flexural Stress, LW Flexural Stress, CW Flexural Modulus, LW Flexural Modulus, CW Modulus of Elasticity, E Shear Modulus Short Beam Shear Punch Shear Notched Izod Impact, LW Notched Izod Impact, CW Barcol Hardness 24 Hour Water Absorbtion Density Coefficient of Thermal Expansion, LW Arc Resistance, LW Dielectric Strength, LW Dielectric Strength, PF Dielectric Constant, PF Fire Retardant Polyester and Fire Retardant Vinyl ester Structural Profiles: Tunnel Test Flammability UL NBS Smoke Chamber MPa MPa GPa GPa MPa MPa GPa GPa MPa MPa GPa GPa GPa GPa MPa MPa J/mm J/mm ----- % max. g/cc 106 cm./cm./°C seconds kv./mm volts/mil. @60hz Flame Spread -- VO Smoke Density 600-700 D-638 D-638 D-638 D-638 D-695 D-695 D-695 D-695 D-790 D-790 D-790 D-790 Full Section -- D-2344 D-732 D-256 D-256 D-2583 D-570 D-792 D-696 ­ D-495 D-149 D-149 D-150 E-84 D-635 94 E-662 206.8 48.2 17.2 5.5 206.8 103.4 17.2 6.9 206.8 68.9 12.4 5.5 19.3 3.1 31.0 68.9 1.33 0.21 45 0.45 1.72-1.94 12 120 1.37 200 5 25 max. Nonburning Mechanical Properties Physical Properties Electrical Properties Flammability Properties ASTM ASTM ASTM ASTM Units Value CW = Crosswise LW = Lengthwise PF = Perpendicular to Laminate Face Units Units Units Value Value Value
  • 11. TM ArchitEX™ | 11 Coupon Properties Typical Properties of Threaded Rod / Nuts Treadwell Group’s threaded rod and nuts are manufactured using premium vinyl ester resin containing UV inhibitors. The properties listed below are the result of the ASTM test method indicated. Properties ASTM Units Self-extinguishing for all Diameter - Threads per Inch (UNC) 9.5mm 12.7mm 15.9mm 19.0mm 25.4mm B-565 D-695 D-790 D-790 D-635 D-570 D-696 -- -- -- -- -- -- -- -- 18,680 344 482 17.2 0.8 11 5,337 10 0.104 4.5 17.2 x 11.4 30,240 344 482 17.2 0.8 11 10,670 21 0.119 9.1 21.8x 14.2 44, 480 344 482 17.2 0.8 11 16,010 47 0.297 18.1 26.9 x 17.5 Gray 59,600 344 482 17.2 0.8 11 17,790 67 0.447 27.2 31.5 x 20.8 106,750 344 482 17.2 0.8 11 36,470 149 0.789 63.6 41.4 x 27.9 Typical Properties of Rod, Bar, and Flat Sheet Below are test results for typical coupon properties of Treadwell Group’s Rod, Bar, and Flat Sheet reinforced with all unidirectional longitudinal fibreglass roving. Properties are derived per the ASTM test method shown. Properties ASTM Units Rod Bar Flat Sheet Tensile Stress Tensile Modulus Compressive Stress Flexural Stress Flexural Modulus Barcol Hardness Izod Impact Density Water Absorption (24 hour) D-638 D-638 D-695 D-790 D-790 D-2583 D-256 D-792 D-570 MPa GPa MPa MPa GPa J/mm gr/cc % 620.5 34.7 413.7 689.5 41.4 60 2.14 1.80-2.07 0.2 620.5 34.7 344.7 689.5 31.0 60 2.14 1.80-2.07 0.2 165.5 27.6 344.7 620.5 31.0 60 2.14 1.80-2.07 0.2 Ultimate Transverse Shear (Double Shear) Longitudinal Compresive Strength Flexural Strength Flexural Modulus Flammability Fire Retardant Water Absorption (24 hr. immersion) Longitudinal Coefficient of Thermal Expansion Ultimate Thread Shear (using fibreglass nut) Ultimate Torque Strength (fibreglass nut lubricated with SAE 10W30 motor oil) Rod Weight Nut Weight Nut Dimensions Color Class 1 Newton MPa MPa GPa % max. 10 6 mm/mm/°C Newton NewtonMeter Kg./m grams mm.(square) xmm.(thick) -
  • 12. 12 | TREADWELL treadwellgroup.com.au Tensile Stress, LW Tensile Stress, CW Tensile Modulus, LW Tensile Modulus, CW Compressive Stress, LW Compressive Stress, CW Compressive Modulus, LW Compressive Modulus, CW Flexural Stress, LW Flexural Stress, CW Flexural Modulus, LW Flexural Modulus, CW Perpendicular Shear Stress, LW Perpendicular Shear Stress, CW Bearing Stress, LW Notched Izod Impact, LW Notched Izod Impact, CW Barcol Hardness 24 Hour Water Absorption Density Coefficient Thermal Expansion, DW Arc Resistance, LW Dielectric Strength, LW Dielectric Strength, PF D-638 D-638 D-638 D-638 D-695 D-695 D-695 D-695 D-790 D-790 D-790 D-790 D-3846 D-3846 D-953 D-256 D-256 D-2583 D-570 D-792 D-696 D-495 D-149 D-149 E-84 D-635 94 E-662 seconds kv./mm volts/mil. Flame Spread 25 max. Non-burning VO Smoke Density 600-700 --- % max. g/cc 10-6 mm/mm /°C 40.0 0.6 1.72 - 1.94 8.0 120.0 1.37 200.0 120.0 1.37 120.0 1.37 120.0 1.37 200.0 120.0 1.37 120.0 1.37 40.0 0.6 1.72 - 1.94 8.0 40.0 0.6 1.72 - 1.94 8.0 40.0 0.6 1.72 - 1.94 8.0 40.0 0.6 1.72 - 1.94 8.0 40.0 0.6 1.72 - 1.94 8.0 MPa MPa GPa GPa MPa MPa GPa GPa MPa MPa GPa GPa MPa MPa MPa J/mm J/mm Mechanical Properties 3.2 165.5 51.7 13.8 6.9 165.5 106.9 12.4 6.9 241.3 103.4 11.0 6.2 41.3 41.3 220.6 0.99 0.27 4.8 - 6.4 165.5 68.9 13.8 7.6 165.5 113.8 12.4 6.9 241.3 103.4 13.8 7.6 41.3 41.3 220.6 1.1 0.3 9.5 - 25.4 165.5 68.9 13.8 9.6 165.5 113.8 12.4 6.9 206.8 124.1 13.8 9.6 41.3 41.3 220.6 1.1 0.3 3.2 165.5 51.7 13.8 6.9 165.5 113.8 12.4 6.9 241.3 103.4 11.0 6.2 41.3 41.3 220.6 1.0 0.3 4.80 - 6.4 165.5 68.9 13.8 7.6 165.5 120.7 12.4 6.9 241.3 103.4 13.8 7.6 41.3 41.3 220.6 1.1 0.3 9.5 - 25.4 165.5 68.9 13.8 9.6 165.5 120.7 12.4 6.9 206.8 124.1 13.8 9.6 41.3 41.3 220.6 1.06 0.27 ASTM Units STD & FR Thickness VE Typical Coupon Properties of Flat Sheet Below are test results for typical coupon properties of Treadwell Group’s Flat Sheet. Properties are derived per the ASTM test method shown. Synthetic surfacing veil and ultraviolet inhibitors are standard. Tunnel Test Flammability UL NBS Smoke Chamber LW Lengthwise CW Crosswise PF Perpendicular to Laminate Face Physical Properties Electrical Properties Flammability Properties For FR and VE Coupon Properties treadwellgroup.com.au
  • 13. ArchitEX™ | 13ArchitEX™ | 13 TM Comparison COMPARE ArchitEX™ vs Steel Corrosion Resistance ArchitEX™ is available in either polyester or vinyl ester resin for resistance to a broad range of chemicals. Painting is beneficial in assisting with UV resistance when subjected to prolonged exposure. Subject to oxidation and corrosion. Requires painting or galvanizing for many applications. Weight Lightweight - weight 25% as much as steel. 12.7mm thick plate = 0.002295 kgf/cm2 Could require lifting equipment to move and place. 12.7mm thick plate = 0.00996 kgf/cm2 Conductivity Low electrical conductivity properties - high dielectric capability Low thermal conductivity 4 (BTU/SF/HR/F˚/IN). Conducts electricity. Potential Shock Hazard Thermal Conductivity 260-460 (BTU/SF/HR/F°/IN). Strength ArchitEX™ has a high strength-to-weight ratio and pound-for- pound is stronger than steel in the lengthwise direction. Tensile strength = 30 KSI , CW = 7 KSI Homogeneous material. Tensile strength = 60 KSI Yield strength = 36 KSI Stiffness Modulus of Elasticity = 2.5 MSI Will not permanently deform under working load. Flexural modulus = 29 KSI Modulus of Elasticity = 29 MSI Impact Resistance Glass mats in ArchitEX™ distributes impact load to prevent surface damage. Will not permanently deform under impact. Can permanently deform under impact. EMI/RFI Transparency Transparent to EMI/RFI transmissions. Can interfere with EMI/RFI transmissions. Versatility Pigments added to the resin provide color throughout the part. Special colors available. Must be painted for color. To maintain color and corrosion resistance, repainting may be required. Easy Field Fabrication ArchitEX™ can be field fabricated using simple carpenter tools with carbide or diamond tip blades. Lightweight for easier erection and installation. Often requires welding and cutting torches. Heavier material requires special handling equipment to erect and install. Cost Lower installation and maintenance costs in industrial applications often equals lower lifecycle costs. Lower initial cost.
  • 14. 14 | TREADWELL treadwellgroup.com.au
  • 15. TM ArchitEX™ | 15 General Tolerance ArchitEX™ | 15 Cross Sectional Tolerances t = thickness b = flange width d = depth d b t t = thickness b = flange width d = depth t = thickness b = flange width d = depth t = thickness b = width ± 10 % ± 4 % ± 4 % ± 10 % ± 4 % ± 4 % ± 10 % ± 4 % ± 4 % ± 15% ± 10 % ± 4 % ± 0.26mm min. ± 0.26mm min. ± 0.26mm min. 0.25mm min 1.27mm max ± 2.4mm max. ± 2.4mm max. ± 2.4mm max. ± 2.4mm max. ± 2.4mm max. ± 2.4mm max. ± 2.4mm max. C Sections Beams Flat Sheet Angles Shapes Dimension Tolerance % of Nominal * Maximum or Minimum Tolerances t b t b d dt b
  • 16. 16 | TREADWELL treadwellgroup.com.au16 | TREADWELL treadwellgroup.com.au General Tolerance Flatness Cross Sectional Tolerance Flatness is measured in the center with the weight of the profile minimising the deviation by contact with a flat surface Shapes Dimension Allowable deviation from flat Outside Dimension Condition Tolerances t = thickness od = outside dimension od = outside dimension All All All Up to 25.4mm 0.2mm 6.3mmOver 25.4mm 0.25mm min 2.39mm max 2.39mm max Closed Shapes Round, Square and Rectangular Tubes Round Rod & Square Bar Structural Shapes Rods, Bars & Flat Sheet Hollow Shapes Width Width Up to 25.4mm Over 25.4mm Thickness under 4.8mm 0.3mm 0.3mm x width Thickness 4.8mm and over 0.2mm 4.8mm x width All Thickness od od od od t t Allowable deviation from flat
  • 17. TM ArchitEX™ | 17 General Tolerance ArchitEX™ | 17 Straightness Straightness is measured in the centre with the weight of the pultrusion minimising the deviation by contact with a flat surface. Allowable deviation from straight (38.1mm) ---- 2.4mm and over All thickness 4.17mm/m 3.33mm/m 3.33mm/m (38.1mm) and over All 2.5mm 2.5mm 4.2mm/m Angle, Beam and C Section Flat Sheet and Plate Rods and Bars Round, Square, and Rectangular Tube Diameter/Depth Per Meter All widths All thickness and widths Width Thickness Allowable deviation from straight Allowable deviation from straight Allowable deviation from straight
  • 18. 18 | TREADWELL treadwellgroup.com.autreadwellgroup.com.au18 | TREADWELL General Tolerance Twist Cut Lengths Angularity Twist is measured with the weight of the pultrusion minimising the twist. Angularity is the angle measured between two prependicular faces of the profile. All Profiles All Profiles Thickness up to 19mm 2° 0.003°/mm 0.003°/mm ALLOWABLE DEVIATION FROM FLAT ALLOWABLE DEVIATION FROM FLAT Allowable twist Allowable deviation from specific length Allowable deviation from specific angle up to 2.44m 2.44m <= 7.32m > 7.32m 0 + 6.35mm 0 + 12.7mm 0 + 76.2mm *All parts being cut from stock must allow for blade width All Profiles Profiles 50.8mm and under Profiles over 50.8mm ± 2° ± 1° ALLOWABLE DEVIATION FROM FLATAllowable deviation from specific length Squareness of Endcut Bars and other Structural Profiles other than Tubes Closed Profiles (Tubes) Angle Angle + - Twist Twist
  • 20. 20 | TREADWELL treadwellgroup.com.au Sectional Properties Elements of Sections of Structural Shapes The section table values on the following pages have been calculated from nominal dimensions. All shapes shown in the tables are available, but not all are stocked. A shape availability list is included in the manual and, for convenience, availability information is noted on the individual uniform load tables. v A b d h I od r S t tb td Wt. cross sectional area (in.2 / mm.2 ) width of section (in. / mm.) depth of section / diameter of rod (in. / mm.) length of angle leg (in. / mm.) moment of inertia (in.4 / mm.4 ) outside diameter of tube (in. / mm.) radius of gyration (in. / mm.) section modulus (in.3 / mm.3 ) thickness (in. / mm.) thickness of width dimension (in. / mm.) thickness of depth dimension (in. / mm.) weight of section (lbs./ft. / kgs./m.) Notation
  • 21. TM ArchitEX™ | 21 xx y y Sectional Properties - C Section The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. F-P-CS(51/14/3.2) F-P-CS(76/22/6.4) F-P-CS(76/25/6.4) F-P-CS(76/38/6.4) F-P-CS(89/3.2/30/4.8) F-P-CS(89/38/4.8) F-P-CS(102/29/6.4) F-P-CS(102/35/4.8) F-P-CS(140/38/6.4) F-P-CS(152/41/6.4) F-P-CS(152/43/9.5) F-P-CS(203/56/6.4) F-P-CS(254/70/12.7) F-P-CS(292/70/12.7) F-P-CS(305/76/12.7) F-P-CS(356/89/19.1) F-P-CS(457/60/9.5) 50.8x14x3.2mmCSection 76.2x22.2x6.4mmCSection 76.2x25.4x6.4mmCSection 76.2x38.1x6.4mmCSection 88.9x3.2x30.2x4.8mmCSection 88.9x38.1x4.8mmCSection 101.6x28.6x6.4mmCSection 101.6x34.9x4.8mmCSection 139.7x38.1x6.4mmCSection 152.4x41.3x6.4mmCSection 152.4x42.9x9.5mmCSection 203.2x55.6x6.4mmCSection 254x69.6x12.7mmCSection 292.1x69.9x12.7mmCSection 304.8x76.2x12.7mmCSection 355.6x88.9x19.1mmCSection 457.2x60.32x9.5mmCSection Sectional Proper- C Section Sectional Dimensions 50.8 76.2 76.2 76.2 88.9 88.9 101.6 101.6 139.7 152.4 152.4 203.2 254 292.1 304.8 355.6 457.2 14.2 6.35 25.4 38.1 30.2 38.1 28.6 34.9 38.1 41.3 42.9 55.6 69.9 69.9 76.2 88.9 60.3 3.2 85.4 6.4 6.4 4.8 4.8 6.4 4.8 6.4 6.4 9.5 9.5 12.7 12.7 12.7 19.1 9.5 3.2 6.4 6.4 6.4 3.2 4.8 6.4 4.8 6.4 6.4 9.5 9.5 12.7 12.7 12.7 19.1 9.5 231.854375 685.4825 725.805 887.095 539.313438 740.925938 927.4175 771.167813 1290.32 1411.2875 2086.68938 2812.49438 4677.41 5161.28 5483.86 9435.465 5322.57 0.417666 1.234838 1.307475 1.598025 0.971527 1.334714 1.670663 1.389192 2.3244 2.542313 3.758991 5.066466 8.42595 9.2976 9.8787 16.99718 9.58815 Part Part Number Web Flange d b t(w) t(f) Area Weight mm mm mm mm mm² Kg./m d b Ro R td tb tI
  • 22. 22 | TREADWELL treadwellgroup.com.au F-P-CS(51/14/3.2) F-P-CS(76/22/6.4) F-P-CS(76/25/6.4) F-P-CS(76/38/6.4) F-P-CS(89/3.2/30/4.8) F-P-CS(89/38/4.8) F-P-CS(102/29/6.4) F-P-CS(102/35/4.8) F-P-CS(140/38/6.4) F-P-CS(152/41/6.4) F-P-CS(152/43/9.5) F-P-CS(203/56/6.4) F-P-CS(254/70/12.7) F-P-CS(292/70/12.7) F-P-CS(305/76/12.7) F-P-CS(356/89/19.1) F-P-CS(457/60/9.5) 50.8x14x3.2mmCSection 76.2x22.2x6.4mmCSection 76.2x25.4x6.4mmCSection 76.2x38.1x6.4mmCSection 88.9x3.2x30.2x4.8mmCSection 88.9x38.1x4.8mmCSection 101.6x28.6x6.4mmCSection 101.6x34.9x6.4mmCSection 139.7x38.1x6.4mmCSection 152.4x41.3x6.4mmCSection 152.4x42.9x9.5mmCSection 203.2x55.6x6.4mmCSection 254x69.6x12.7mmCSection 292.1x69.9x12.7mmCSection 304.8x76.2x12.7mmCSection 355.6x88.9x19.1mmCSection 457.2x60.32x9.5mmCSection Sectional Properties A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm Notation Part Part Number 74757.63 480725.1 530044.2 727320.3 641312.6 841417.2 1196122 1090307 3236630 4239811 6055368 14890522 38492696 54725705 64394404 146822233.4 124352263.10 2943.205 12617.42 13911.88 19089.72 14427.69 18929.47 23545.62 21462.68 46336.73 55640.41 79466.55 146559.8 303091.2 374704.2 422534.2 825769.5 543971.6 17.95644 26.481.98 27.02379 28.633.74 34.48375 33.69912 35.91289 37.60107 50.08388 54.81075 53.86933 72.76279 90.71658 102.9715 422534.2 124.7425 152.8503 3366.77 23434.11 34956.9 115315.9 46437.71 96058.44 53868.32 77665.79 137456.5 177874.7 272708.4 635340 1659560 1717580 108.363 5061997 961388.7 319.8575 1484.895 1942.944 4390.313 2171.325 3486.12 2558.86 2982.765 4744.467 5626.449 8636.152 15077.91 31513.82 31998.13 2246678 75735.3 19197.61 3.810652 5.846909 6.939956 11.40144 9.279295 11.38625 7.621304 10.03554 10.32129 11.22663 11.43196 15.02995 18.83623 18.24231 38310.27 23.16218 13.43968 846.8241 10297.38 10839.35 13007.22 1592.029 5944.705 13549.19 6173.348 18426.89 20052.8 68592.76 90542.44 268815.9 294830.3 20.24079 1229182 166451.8 44.75 63.5 63.5 63.5 79.375 79.375 88.9 92.075 127 139.7 133.35 184.15 228.6 266.7 279.4 317.5 438.15 141.129 403.225 403.225 403.225 252.016 378.023 564.515 438.507 806.45 887.095 1270.159 1754.029 2903.22 3387.09 3548.38 6048.375 4173.379 3.761685 6.443382 7.408333 11.83409 8.775759 10.54554 7.52337 8.886887 9.128125 9.661071 11.28505 13.42547 17.18879 16.17266 17.55588 22.06218 10.24659 25.4 38.1 38.1 38.1 44.45 44.45 50.8 50.8 69.85 76.2 76.2 101.6 127 146.05 152.4 177.8 228.6 X - X Y - Y l S r l S r J h C C A mm4 mm³ mm mm4 mm³ mm mm mm mm mm mm C Section Section Properties
  • 23. TM ArchitEX™ | 23 d b R = td R = ½ t tb y y Sectional Properties – I-Beam The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. *457.20 I Beam - Web = 9.53mm Flange = 12.70mm *609.60 I Beam - Web = 9.53mm Flange = 19.05mm xx 76.2x38.1x6.4mmI-Beam 88.9x38.1x4.8mmI-Beam 101.6x50.8x6.4mmI-Beam 139.7x63.5x6.4mmI-Beam 152.4x76.2x6.4mmI-Beam 152.4x76.2x9.5mmI-Beam 203.2x101.6x9.5mmI-Beam 203.2x101.6x12.7mmI-Beam 254x127x9.5mmI-Beam 254x127x12.7mmI-Beam 304.8x152.4x12.7mmI-Beam 457.2x9.5x114.3x12.7mmI-Beam 609.6x9.5x190.5x19.1mmI-Beam F-P-IS(76/38/6.4) F-P-IS(89/38/4.8) F-P-IS(102/51/6.4) F-P-IS(140/64/6.4) F-P-IS(152/76/6.4) F-P-IS(152/76/9.5) F-P-IS(203/102/9.5) F-P-IS(203/102/12.7) F-P-IS(254/127/9.5) F-P-IS(254/127/12.7) F-P-IS(305/152/12.7) F-P-IS(457/9.5/114/12.7) F-P-IS(610/9.5/191/19.1) 76.2 88.9 101.6 139.7 152.4 152.4 203.2 203.2 254.0 254.0 304.8 457.2 609.6 38.1 38.1 50.8 63.5 76.2 76.2 101.6 101.6 127.0 127.0 152.4 114.3 190.5 6.4 4.8 6.4 6.4 6.4 9.5 9.5 12.7 9.5 12.7 12.7 12.7 19.1 6.4 4.8 6.4 6.4 6.4 9.5 9.5 12.7 9.5 12.7 12.7 9.5 9.5 886.88 740.74 1209.38 1612.50 1854.38 2721.09 3688.59 4837.50 4656.09 6127.50 7417.50 7014.38 12698.44 1.60 1.33 2.18 2.91 3.34 4.90 6.65 8.72 8.39 11.04 13.37 12.64 22.88 Part Part Number Web Flange d b t(w) t(f) Area Weight mm mm mm mm mm² Kg./m I-Beam Sectional Dimensions Sectional Properties
  • 24. 24 | TREADWELL treadwellgroup.com.au 76.2x38.1x6.4mmI-Beam 88.9x38.1x4.8mmI-Beam 101.6x50.8x6.4mmI-Beam 139.7x63.5x6.4mmI-Beam 152.4x76.2x6.4mmI-Beam 152.4x76.2x9.5mmI-Beam 203.2x101.6x9.5mmI-Beam 203.2x101.6x12.7mmI-Beam 254x127x9.5mmI-Beam 254x127x12.7mmI-Beam 304.8x152.4x12.7mmI-Beam 457.2x9.5x114.3x12.7mmI-Beam 609.6x9.5x190.5x19.1mmI-Beam F-P-IS(76/38/6.4) F-P-IS(89/38/4.8) F-P-IS(102/51/6.4) F-P-IS(140/64/6.4) F-P-IS(152/76/6.4) F-P-IS(152/76/9.5) F-P-IS(203/102/9.5) F-P-IS(203/102/12.7) F-P-IS(254/127/t9.5) F-P-IS(254/127/12.7) F-P-IS(305/152/12.7) F-P-IS(457/9.5/114/12.7) F-P-IS(610/9.5/191/19.1) Part Part Number 727321.06 841418.03 1837271.53 4671764.18 6606589.95 9301187.11 23121371.16 29396344.43 46462849.07 59642494.69 105705439.13 207348286.11 781189968.36 19089.79 18929.54 36166.76 66882.81 86700.66 122062.82 227572.55 289334.10 365849.21 469625.94 693605.24 907035.37 2562959.21 28.63 33.70 38.97 53.82 59.68 58.46 79.16 77.94 99.88 98.65 119.36 171.91 248.00 59887.46 44613.92 140640.70 273693.84 471241.18 711993.53 1678186.98 2250251.14 3268727.58 4374765.71 7539838.84 3191852.00 21990859.78 3143.70 2341.94 5537.04 8620.28 12368.53 18687.49 33035.18 44296.28 51476.02 68893.95 98948.28 55850.44 230878.17 8.22 7.76 10.78 13.03 15.94 16.17 21.33 21.57 26.49 26.71 31.88 21.33 41.61 11923.30 5601.75 16259.04 21678.72 24930.53 82311.39 111577.66 260144.64 140843.93 329516.55 398888.45 280468.44 1042610.94 63.50 79.38 88.90 127.00 139.70 133.35 184.15 177.80 234.95 228.60 279.40 431.80 571.50 403.23 378.02 564.52 806.45 887.10 1270.16 1754.03 2258.06 2237.90 2903.22 3548.38 4112.90 5443.54 19.05 19.05 25.40 31.75 38.10 38.10 50.80 50.80 63.50 63.50 76.20 57.15 95.25 38.10 44.45 50.80 69.85 76.20 76.20 101.60 101.60 127.00 127.00 152.20 228.60 304.80 X - X Y - Y l S r l S r J h A C C mm4 mm³ mm mm4 mm³ mm mm mm mm mm mm r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation I-Beam Section Properties Sectional Properties
  • 25. TM ArchitEX™ | 25 y y Sectional Properties - WF-Beam The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. xx 76.2x6.4mmWF-Beam 101.6x6.4mmWF-Beam 152.4x6.4mmWF-Beam 152.4x9.5mmWF-Beam 203.2x9.5mmWF-Beam 203.2x12.7mmWF-Beam 254x9.5mmWF-Beam 254x12.7mmWF-Beam 304.8x12.7mmWF-Beam F-P-WFB(76/6.4) F-P-WFB(102/6.4) F-P-WFB(152/6.4) F-P-WFB(152/9.5) F-P-WFB(203/9.5) F-P-WF(B203/12.7) F-P-WFB(254/9.5) F-P-WFB(254/12.7) F-P-WFB(305/12.7) 76.2 101.6 152.4 152.4 203.2 203.2 254.0 254.0 304.8 76.2 101.6 152.4 152.4 203.2 203.2 254.0 254.0 304.8 6.4 6.4 6.4 9.5 9.5 12.7 9.5 12.7 12.7 1374.2 1864.5 2832.3 4180.6 5632.2 7425.8 7135.5 9361.3 11296.8 2.44 3.20 5.06 7.29 9.66 12.95 13.01 16.22 19.64 1319454 3304878 11771025 16720016 41285995 52844742 82634425 106638491 188323909 Part NumberPart Web Flange 34577 65057 154530 219423 406399 520125 650730 839673 1236404 31.0 42.2 64.5 63.2 85.6 84.3 107.7 106.9 129.0 470342 1111338 3750245 5627449 13331893 17789731 26031113 34722026 59983111 12290 21959 49161 73906 131260 175178 205002 273336 393617 18.5 24.4 36.3 36.6 48.8 49.0 60.5 61.1 72.9 d b t(f) Area Weight mm mm mm mm² Kg./m X - X Y - Y l S r l S r mm4 mm³ mm mm4 mm³ mm r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation WF-Beam Sectional Dimensions Section Properties Sectional Properties tw tf d b
  • 26. 26 | TREADWELL treadwellgroup.com.au y y xx Sectional Properties - Equal Leg Angle The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. Part NumberPart d b t(f) Area Weight mm mm mm mm² Kg./m l S r C mm4 mm³ mm mm 25.4 x 3.2mm Equal Leg Angle 31.8 x 3.2mm Equal Leg Angle 38.1 x 4.8mm Equal Leg Angle 38.1 x 6.4mm Equal Leg Angle 50.8 x 6.4mm Equal Leg Angle 76.2 x 6.4mm Equal Leg Angle 76.2 x 9.5mm Equal Leg Angle 76.2 x 12.7mm Equal Leg Angle 101.6 x 6.4mm Equal Leg Angle 101.6 x 9.5mm Equal Leg Angle 101.6 x 12.7mm Equal Leg Angle 152.4 x 9.5mm Equal Leg Angle 152.4 x 101.6 x 12.7mm Unequal Leg Angle F-P-ELA(25/3.2) F-P-ELA(32/3.2) F-P-ELA(38/4.8) F-P-ELA(38/6.4) F-P-ELA(51/6.4) F-P-ELA(76/6.4) F-P-ELA(76/9.5) F-P-ELA(76/12.7) F-P-ELA(102/6.4) F-P-ELA(102/9.5) F-P-ELA(102/12.7) F-P-ELA(152/9.5) F-P-UELA(152/102/12.7) 25.4 31.8 38.1 38.1 50.8 76.2 76.2 76.2 101.6 101.6 101.6 152.4 152.4 25.4 31.8 38.1 38.1 50.8 76.2 76.2 76.2 101.6 101.6 101.6 152.4 101.6 151.17 191.48 339.29 443.44 604.69 927.19 1360.55 1773.75 1249.69 1844.30 2418.75 2811.80 3707.75 0.27 0.35 0.61 0.80 1.09 1.67 2.45 3.20 2.25 3.32 4.36 5.07 6.68 3.2 3.2 4.8 6.4 6.4 6.4 9.5 12.7 6.4 9.5 12.7 9.5 12.7 9042.40 18291.87 45676.24 57658.00 144678.36 517891.66 732434.19 922528.08 1265062.58 1814196.10 2314853.73 6404379.33 8286266.60 505.56 807.85 1702.44 2195.17 4044.50 9450.02 13650.17 17561.32 17131.47 24959.13 32355.97 57818.72 75600.12 7.73 9.77 11.60 11.40 15.47 23.63 23.20 22.80 31.81 31.36 30.93 47.72 47.26 7.51 9.11 11.27 11.83 15.03 21.40 22.54 23.67 27.76 28.91 30.06 41.63 42.79 r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation Equal Leg Angle Sectional Dimensions Section Properties Sectional Properties d t t b cy cx
  • 27. TM ArchitEX™ | 27 Sectional Properties – Rectangular Hollow Section The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. y y R= 1/32 R= 3/32 tb td d b xx Sectional Proper- Part Part Number d b t(d) t(b) Area Weight mm mm mm mm mm² Kg./m 38.1 38.1 50.8 101.6 101.6 111.13 139.70 152.40 19.1 25.4 25.4 25.4 50.8 34.93 88.90 101.60 3.2 3.2 3.2 3.2 6.4 4.8 6.4 6.4 3.2 3.2 3.2 3.2 3.2 3.2 6.4 6.4 322.50 362.81 443.44 765.94 1209.38 977.58 2741.25 3063.75 0.58 0.65 0.80 1.38 2.18 1.76 4.94 5.52 38.1 x 19.1 x 3.2mm Rectangular Hollow Section 38.1 x 25.4 x 3.2mm Rectangular Hollow Section 50.8 x 25.4 x 3.2mm Rectangular Hollow Section 101.6 x 25.4 x 3.2mm Rectangular Hollow Section 101.6 x 3.2 x 50.8 x 6.4mm Rectangular Hollow Section 111.1 x 3.2 x 34.9 x 4.8mm Rectangular Hollow Section 139.7 x 89 x 6.4mm Rectangular Hollow Section 152.4 x 101.6 x 6.4mm Rectangular Hollow Section F-P-RHS(38/19/3.2) F-P-RHS(38/25/3.2) F-P-RHS(51/25/3.2) F-P-RHS(102/25/3.2) F-P-RHS(102/3.2/51/6.4) F-P-RHS(111/3.2/35/4.8) F-P-RHS(140/9/6.4) F-P-RHS(152/102/6.4) Rectangular Hollow Section Sectional Dimensions
  • 28. 28 | TREADWELL treadwellgroup.com.au Part Part Number X - X Y - Y l S r A I S r A J mm4 mm³ mm mm mm4 mm3 mm mm mm 53925.82 66255.59 138066.35 848044.43 1837271.53 1496449.87 7190831.45 9770599.14 2830.75 3477.98 5435.68 16693.79 36166.76 26932.73 102946.76 128223.09 12.93 13.51 15.95 33.27 38.97 39.12 51.21 56.47 7.94 7.94 11.11 23.81 22.23 25.40 63.50 69.85 16530.02 33737.51 7723.04 83869.55 459317.88 196946.09 3496777.55 5140024.53 1735.44 2656.50 1216.23 6603.90 18083.38 11278.23 78667.66 101181.59 7.16 9.64 4.61 10.46 19.49 14.19 35.71 40.95 38424.68 66944.34 22864.28 251849.32 1097485.20 567843.60 7128058.80 10185432.86 80.65 120.97 40.32 120.97 564.52 272.18 967.74 1129.03 38.1x19.1x3.2mmRectangular HollowSection 38.1x25.4x3.2mmRectangular HollowSection 50.8x25.4x3.2mmRectangular HollowSection 101.6x25.4x3.2mmRectangular HollowSection 101.6x3.2x50.8x6.4mmRectangular HollowSection 111.1x3.2x34.9x4.8mmRectangular HollowSection 139.7x8.9x6.4mmRectangular HollowSection 152.4x101.6x6.4mmRectangular HollowSection F-P-RHS(38/19/3.2) F-P-RHS(38/25/3.2) F-P-RHS(51/25/3.2) F-P-RHS(102/25/3.2) F-P-RHS(102/3.2/51/6.4) F-P-RHS(111/3.2/35/4.8) F-P-RHS(140/9/6.4) F-P-RHS(152/102/6.4) r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation Rectangular Hollow Section Section Properties Sectional Properties
  • 29. TM ArchitEX™ | 29 Sectional Properties - Circular Hollow Section The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. OD t y y xx 25.4 x 2.4mm Circular Hollow Section 25.4 x 3.2mm Circular Hollow Section 28.6 x 3.2mm Circular Hollow Section 31.8 x 2.4mm Circular Hollow Section 31.8 x 3.2mm Circular Hollow Section 31.8 x 6.4mm Circular Hollow Section 38.1 x 3.2mm Circular Hollow Section 38.1 x 6.4mm Circular Hollow Section 44.5 x 3.2mm Circular Hollow Section 44.5 x 6.4mm Circular Hollow Section 47.6 x 4.8mm Circular Hollow Section 50.8 x 6.4mm Circular Hollow Section 76.2 x 6.4mm Circular Hollow Section 76.2 x 12.7mm Circular Hollow Section F-P-CHS(25/2.4) F-P-CHS(25/3.2) F-P-CHS(29/3.2) F-P-CHS(32/2.4) F-P-CHS(32/3.2) F-P-CHS(32/6.4) F-P-CHS(38/3.2) F-P-CHS(38/6.4) F-P-CHS(45/3.2) F-P-CHS(45/6.4) F-P-CHS(48/4.8) F-P-CHS(51/6.4) F-P-CHS(76/6.4) F-P-CHS(76/12.7) 25.4 25.4 28.6 31.8 31.8 31.8 38.1 38.1 44.5 44.5 47.6 50.8 76.2 76.2 2.4 3.2 3.2 2.4 3.2 6.4 3.2 6.4 3.2 6.4 4.8 6.4 6.4 12.7 174.2 219.4 251.6 219.4 283.9 509.7 348.4 632.3 412.9 761.3 638.7 883.9 1393.5 2535.5 0.33 0.37 0.49 0.40 0.48 0.91 0.67 1.18 0.76 1.40 1.31 1.61 2.53 4.43 12487 12487 20812 24974 29136 41623 54110 83246 87409 141519 149843 224765 857437 1327778 983 1147 1475 1475 1803 2786 2786 4425 3933 6391 6227 8849 22450 34904 Part NumberPart Diametre Wall 8.1 7.9 9.1 10.4 10.2 9.1 12.4 11.4 14.7 13.7 15.2 15.7 24.9 22.9 od t Area Weight mm mm mm² Kg./m l S r mm4 mm³ mm r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation Circular Hollow Section Sectional Dimensions Section Properties Sectional Properties
  • 30. 30 | TREADWELL treadwellgroup.com.au Section Properties - Solid Bars The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. y y xxd b F-P-SQB(25) F-P-SQB(32) F-P-SQB(38) F-P-REB(19/38.1) F-P-REB(25/38.1) F-P-REB(25/50.8) 25.4 31.8 38.1 38.1 38.10 50.8 25.4 31.8 38.1 19.05 25.4 12.7 645.2 1006.4 1451.6 725.81 967.74 645.16 1.31 2.04 2.95 1.31 1.74 1.16 33299 83246 174817 87798.82 117065.09 138743.81 2786 5408 9177 4608.86 6145.15 5462.35 Part Part Number 7.4 9.1 10.9 11.00 11 14.66 33299 83246 174817 21949.70 52028.93 8671.49 2786 5408 9177 2304.43 4096.77 1365.59 7.4 9.1 10.9 5.50 7.33 3.67 d b Area Weight mm mm mm² Kg./m l S r l S r mm4 mm³ mm mm4 mm³ mm X - X Y - Y r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation Solid Bars Section Dimensions Section Properties Square Bar 25.4mm Square Bar 31.8mm Square Bar 38.1mm Square Bar Rectangular Bar 19.1 x 38.1mm Rectangular Bar 25.4 x 38.1mm Rectangular Bar 25.4 x 50.8mm Rectangular Bar Sectional Properties
  • 31. TM ArchitEX™ | 31 Sectional Properties - Circular Round Bar The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. 6.4 7.6 7.9 8.9 9.5 11.1 12.0 12.2 12.7 15.9 19.1 20.6 22.2 25.4 31.8 38.1 31.6 45.8 49.7 61.9 71.0 96.8 112.9 116.8 126.5 198.1 285.2 334.2 387.7 506.5 791.6 1139.4 0.07 0.09 0.1 0.12 0.14 0.20 0.22 0.24 0.26 0.40 0.59 0.68 0.79 1.04 163 2.34 83 166 208 291 416 749 999 1082 1290 3122 6493 8907 11987 20437 49865 103434 26 44 49 69 85 134 169 179 202 393 678 864 1078 1609 3141 5429 1.6 1.9 2.0 2.2 2.4 2.8 3.0 3.0 3.2 4.0 4.8 5.2 5.6 6.4 7.9 9.5 Part NumberPart d Area Weight mm mm² Kg./m l S r mm4 mm³ mm r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation Circular Round Bar Sectional Dimensions Section Properties 6.4mm Circular Round Bar 7.6mm Circular Round Bar 7.9mm Circular Round Bar 8.9mm Circular Round Bar 9.5mm Circular Round Bar 11.1mm Circular Round Bar 12mm Circular Round Bar 12.2mm Circular Round Bar 12.7mm Circular Round Bar 15.9mm Circular Round Bar 19.1mm Circular Round Bar 20.6mm Circular Round Bar 22.2mm Circular Round Bar 25.4mm Circular Round Bar 31.8mm Circular Round Bar 38.1mm Circular Round Bar F-P-CB(6.4) F-P-CB(7.6) F-P-CB(7.9) F-P-CB(8.9) F-P-CB(9.5) F-P-CB(11.1) F-P-CB(12) F-P-CB(12.2) F-P-CB(12.7) F-P-CB(15.9) F-P-CB(19.1) F-P-CB(20.6) F-P-CB(22.2) F-P-CB(25.4) F-P-CB(31.8) F-P-CB(38.1) Sectional Properties D y y xx
  • 32. 32 | TREADWELL treadwellgroup.com.au Section Properties - Embedment Angle The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. 25.4 38.1 50.8 696.8 774.2 858.1 1.43 1.64 1.68 116544 212278 366283 4916 5407 8849 12.9 16.5 20.6 212278 212278 212278 5407 5407 5407 17.5 16.5 15.7 6.4 6.4 6.4 Part Part Number d t Area Weight mm mm mm² Kg./m l S r l S r mm4 mm³ mm mm4 mm³ mm X - X Y - Y r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation Notation Embedment Angle Section Dimensions Section Properties 25.4 x 6.4mm Embedment Angle 38.1 x 6.4mm Embedment Angle 50.8 x 6.4mm Embdement Angle F-P-EA(25/6.4) F-P-EA(38/6.4) F-P-EA(51/6.4) Sectional Properties y y t xx
  • 33. TM ArchitEX™ | 33 Sectional Properties - Square Hollow Section The section values shown on this page have been calculated from the nominal dimensions of the profile. All the shapes listed in the table are available but not all are stocked. For information on availability and price, contact Treadwell Group on 1800 246 800. y y xxd b t 25.4 x 3.2mm Square Hollow Section 25.4 x 6.4mm Square Hollow Section 31.8 x 3.2mm Square Hollow Section 31.8 x 6.4mm Square Hollow Section 38.1 x 3.2mm Square Hollow Section 38.1 x 6.4mm Square Hollow Section 44.5 x 3.2mm Square Hollow Section 44.5 x 6.4mm Square Hollow Section 50.8 x 3.2mm Square Hollow Section 50.8 x 6.4mm Square Hollow Section 50.8 x 9.6mm Square Hollow Section 57.2 x 3.2mm Square Hollow Section 76.2 x 3.2mm Square Hollow Section 76.2 x 6.4mm Square Hollow Section 88.9 x 6.4mm Square Hollow Section 101.6 x 6.4mm Square Hollow Section 101.6 x 8mm Square Hollow Section 101.6 x 9.5mm Square Hollow Section 127 x 8mm Square Hollow Section 152.4 x 9.5mm Square Hollow Section F-P-SHS(25/25//3.2) F-P-SHS(25/25/6.4) F-P-SHS(3/322/3.2) F-P-SHS(32/32/6.4) F-P-SHS(38/38/3.2) F-P-SHS(38/38/6.4) F-P-SHS(45/45/3.2) F-P-SHS(45/45/6.4) F-P-SHS(51/51/3.2) F-P-SHS(51/51/6.4) F-P-SHS(51/51/9.6) F-P-SHS(57/57/3.2) F-P-SHS(76/76/3.2) F-P-SHS(76/76/6.4) F-P-SHS(89/89/6.4) F-P-SHS(102/102/6.4) F-P-SHS(102/102/8) F-P-SHS(102/102/9.5) F-P-SHS(127/127/8) F-P-SHS(152/152/9.5) 25.4 25.4 31.8 31.8 38.1 38.1 44.5 44.5 50.8 50.8 50.8 57.2 76.2 76.2 88.9 101.6 101.6 101.6 127 152.4 3.2 6.4 3.2 6.4 3.2 6.4 3.2 6.4 3.2 6.4 9.5 3.2 3.2 6.4 6.4 6.4 8 9.5 8 9.5 282.19 483.75 362.81 645.00 443.44 806.25 524.06 967.5 604.69 1128.75 1572.19 685.31 927.19 1773.75 2096.25 2418.75 2995.2 3507.19 3808 5442.19 0.51 0.87 0.65 1.16 0.80 1.45 0.94 1.74 1.09 2.03 2.83 1.23 1.67 3.20 3.78 4.36 5.32 6.32 6.48 9.81 Part NumberPart d t Area Weight mm mm mm² Kg./m Square Hollow Section Sectional Dimensions Sectional Properties
  • 34. 34 | TREADWELL treadwellgroup.com.au34 | TREADWELL treadwellgroup.com.au 25.4 x 3.2mm Square Hollow Section 25.4 x 6.4mm Square Hollow Section 31.8 x 3.2mm Square Hollow Section 31.8 x 6.4mm Square Hollow Section 38.1 x 3.2mm Square Hollow Section 38.1 x 6.4mm Square Hollow Section 44.5 x 3.2mm Square Hollow Section 44.5 x 6.4mm Square Hollow Section 50.8 x 3.2mm Square Hollow Section 50.8 x 6.4mm Square Hollow Section 50.8 x 9.6mm Square Hollow Section 57.2 x 3.2mm Square Hollow Section 76.2 x 3.2mm Square Hollow Section 76.2 x 6.4mm Square Hollow Section 88.9 x 6.4mm Square Hollow Section 101.6 x 6.4mm Square Hollow Section 101.6 x 8mm Square Hollow Section 101.6 x 9.5mm Square Hollow Section 127 x 8mm Square Hollow Section 152.4 x 9.5mm Square Hollow Section F-P-SHS(25/25//3.2) F-P-SHS(25/25/6.4) F-P-SHS(3/322/3.2) F-P-SHS(32/32/6.4) F-P-SHS(38/38/3.2) F-P-SHS(38/38/6.4) F-P-SHS(45/45/3.2) F-P-SHS(45/45/6.4) F-P-SHS(51/51/3.2) F-P-SHS(51/51/6.4) F-P-SHS(51/51/9.6) F-P-SHS(57/57/3.2) F-P-SHS(76/76/3.2) F-P-SHS(76/76/6.4) F-P-SHS(89/89/6.4) F-P-SHS(102/102/6.4) F-P-SHS(102/102/8) F-P-SHS(102/102/9.5) F-P-SHS(127/127/8) F-P-SHS(152/152/9.5) mm mm mm² Kg./m 1867.01 2560.47 3149.38 4642.98 4772.43 7396.91 6736.47 10827.13 9041.66 14936.07 18515.39 11688.07 21675.08 38179.43 53891.77 72333.24 86720.87 98618.05 142175.33 244124.69 19.05 12.70 25.40 19.05 31.75 25.40 38.10 31.75 44.45 38.10 31.75 50.80 69.85 63.50 76.20 89.90 85.6 82.55 111 133.35 120.94 161.25 161.25 241.88 201.56 322.5 241.88 403.13 282.19 483.75 604.69 322.5 443.44 806.25 967.5 1128.75 1369.6 1572.19 1776 2539.69 30498.37 32924.52 66672.16 83246.20 123983.52 169364.83 207309.81 301024.21 321528.54 487973.94 544188.24 471517.33 1184880.57 1983736.35 3316956.92 5144456.63 7173310.30 6738104.51 14452895 26043811.71 23711.08 32518.05 49996.50 73707.57 90915.04 140911.54 149718.51 240633.55 229658.71 379377.21 470292.25 333987.44 825822.90 1454640.63 2395496.12 3674539.30 4405420.03 5009811.60 9028133.33 18602355.19 9.17 8.20 11.74 10.69 14.32 13.22 16.90 15.77 19.49 18.33 17.29 22.07 29.84 28.63 33.80 38.97 38.35 37.79 48.69 58.46 Part NumberPart l S r J dw aw mm4 mm³ mm mm4 mm³ mm2 r radius of gyration mm S section modulus mm3 t thickness mm tb thickness of width dimension mm td thickness of depth dimension mm Wt. weight of section mm Notation Square Hollow Section Section Properties Sectional Properties A cross section area mm2 b width of section mm d depth of section / diametre of rod mm h length of angle leg mm l moment of inertia mm4 od outside diametre of tube mm Notation
  • 36. 36 | TREADWELL treadwellgroup.com.au36 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Allowable Uniform Load Tables Full section 3-point bending tests were conducted on Treadwell Reinforced Plastics' H-Beams, I-Beams, C Section and Square Hollow Section. The allowable uniform load tables were generated using these tests results as well as the formulas, properties, and assumptions listed below. Formulas for critical buckling and lateral-torsional buckling developed from theory are presented in Chapter 6 and 7 of the ASCE Structural Plastics Design Manual. Assumptions ∙ Beam simply supported at both ends ∙ Uniformly distributed load ∙ Load is applied perpendicular to major axis ∙ Part weight has been deducted in tables ∙ Safety factor of 3.0 for both ultimate material flexural and shear stress and 2.5 for buckling stresses v Aw b bc bh d E fb Fb FaCB FaLTB fv Fv G I J L M Sx t V w vt vr area of web (in.2 / mm.2 ) flange width (in. / mm.) C Section flange minus thickness (in. / mm.) 1/2 of flange width (in. / mm.) depth of section (in. / mm.) modulus of elasticity (lbs. / in.2 / GPa) actual flexural stress (lbs. / in.2 / MPa) maximum allowable flexural stress (lbs. / in.2 / MPa) maximum allowable buckling stress (lbs. / in.2 / MPa) maximum allowable lateral-torsional buckling stress (lbs. / in.2 / MPa) actual shear stress (lbs. / in.2 / MPa) maximum allowable shear stress (lbs. / in.2 / MPa) shear modulus (lbs. / in.2 / GPa) moment of inertia (in.4 / mm.4 ) torsion costant (in.4 / mm.4 ) length of span (in. / mm.) maximum moment (lbs.-in. / N.-m.) section modulus (in.3 / mm3 ) flange thickness (in. / mm.) vertical shear force (lbs. / N.) uniform load (lbs./in. / N/m.) poission's ratio (longitudinal) poission's ratio (transverse) Notation
  • 37. TM ArchitEX™ | 37ArchitEX™ | 37 Beams - Allowable Uniform Loads Properties / Allowables Formulas Allowable Critical Buckling Stress for laterally supported WF and I Beams Allowable Lateral-Torsional Buckling Stress for laterally unsupported WF and I Beams Allowable Critical Buckling Stress for C Sections laterally supported to eliminate warping and twist C = 1.13 and K = 1.0 for uniform load simple beam* Allowable Bending Stress for Square Tube (b/t <=16) Fb = 10,000 psi. E = 2.8 x 106 lbs./in.2 E = 19.3 GPa G = 450,000 lbs. /in.2 G = 3.1 GPa Fb = 10,000 lbs./in2 Fb = 68.9 MPa Fv = 1500 lbs./in2 Fv = 10.3 MPa 5wL4 + wL2 384EI 8Aw G Δ = fb = M Sx fv = V Aw FaCB = .935 √ Et3 12λ – (.656) VT Et3 12λ VT Et3 12λ +(2.082) Gt3 12 / 2.5 π2 bh 2 t λ = 1–VL VT √ EIy GJ + d2 π2 E2 Iy 2 (4)(KL)2 / 2.5 C π S(KL) FaLTB = FaCB = G(t/bc )2 /2.5
  • 38. 38 | TREADWELL treadwellgroup.com.au
  • 39. TM ArchitEX™ | 39 Beams - Allowable Uniform Loads Span (m) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 9110 5157 3296 2286 1676 1281 1009 815 8999 5049 3221 2228 1629 1240 974 783 Fv Fb Fb Fb Fb Fb Fb Fb Fv Fv Fb Fb Fb Fb Fb Fb L/100 8622 3901 2063 1213 769 515 360 261 L/100 ---- ---- 2763 1629 1032 690 479 340 L/150 5744 2597 1371 805 509 340 236 170 L/150 7456 3440 1832 1077 679 450 310 219 L/180 4785 2162 1141 669 422 281 195 140 L/180 6208 2862 1522 892 561 370 253 178 L/240 3586 1619 853 498 314 208 143 102 L/240 4649 2139 1134 662 413 270 183 126 L/360 2387 1075 565 328 205 135 92 64 L/360 3090 1416 746 432 266 170 112 74 Maximum Load (N/m) The part weight has been deducted in the above table. The part weight has been deducted in the above table. Aw Aw Wt. Wt. 403.2mm2 403.2mm2 1.18kg/m 1.50kg/m 528614mm4 13929mm3I S 728405mm4 19009mm3I S Part: 76.2 x 25.4 x 6.4mm C Section Part Number: F-P-CS(76/25/6.4) Part: 76.2 x 38.1 x 6.4mm C Section Part Number: F-P-CS(76/38/6.4) 25.4mm 76.2mm 6.4mm 6.4mm 76.2mm 38.1mm Deflection (N/m) Deflection (N/m) Span (m) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 Maximum Load (N/m)
  • 40. 40 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 4353 2442 1558 1077 788 600 471 378 310 258 Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- 292 223 L/150 ---- ---- ---- ---- 753 506 355 256 190 144 L/180 ---- ---- ---- 980 625 419 293 211 156 117 L/240 ---- 2286 1233 731 465 311 216 155 113 84 L/360 3228 1519 817 483 305 202 139 98 71 51 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.348.3mm2 1.28kg/m 799164mm4 18026mm3I S 38.1mm 88.9mm 4.8mm 727 409 261 181 133 101 80 Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- 257 153 98 66 46 L/150 680 318 171 101 65 43 30 L/180 566 265 142 84 54 36 25 L/240 425 198 106 63 40 27 19 L/360 283 132 71 42 26 17 12 The part weight has been deducted in the above table. Aw Wt.483.8mm2 1.74kg/m 994793mm4 22450mm3I S Span (m) 3 4 5 6 7 8 9 Maximum Load (N/m) 38.1mm Deflection (N/m) Part: 88.9 x 38.1 x 4.8mm C Section Part Number: F-P-CS(89/38/4.8) Deflection (N/m) Part: 88.9 x 38.1 x 6.4mm C Section Part Number: F-P-CS(89/38/6.4) 88.9mm 6.4mm
  • 41. TM ArchitEX™ | 41 Beams - Allowable Uniform Loads 12755 7767 4965 3444 2526 1930 1522 1230 6343 3562 2275 1576 1154 881 693 559 Fv Fb Fb Fb Fb Fb Fb Fb Fv Fv Fb Fb Fb Fb Fb Fb L/100 ---- ---- 4497 2677 1712 1156 815 594 L/100 ---- ---- ---- ---- ---- ---- ---- 540 L/150 11843 5553 2993 1779 1136 766 538 391 L/150 ---- ---- ---- ---- 1029 695 490 356 L/180 9867 4625 2492 1480 944 636 446 323 L/180 ---- ---- 2237 1336 855 577 406 295 L/240 7396 3465 1865 1106 705 473 331 238 L/240 ---- 3086 1675 999 638 430 301 218 L/360 4926 2305 1238 733 465 310 215 154 L/360 4322 2053 1112 662 421 282 196 141 The part weight has been deducted in the above table. The part weight has been deducted in the above table. Aw Wt.438.7mm2 Aw Wt.564.5mm2 1.56kg/m 1.31kg/m 1194584mm4 1090526mm4 23597mm3 21467mm3 I I S S Span (m) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 Span (m) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 Maximum Load (N/m) Maximum Load (N/m) Deflection (N/m) Deflection (N/m) Part: 101.6 x 28.6 x 6.4mm C Section Part Number: F-P-CS(102/29/6.4) Part: 101.6 x 34.9 x 4.8mm C Section Part Number: F-P-CS(102/35/4.8) 101.6mm 6.4mm 28.6mm 101.6mm 4.8mm 34.9mm
  • 42. 42 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 19127 11722 7491 5193 3808 2908 2292 1851 1525 1276 1083 930 806 3073 1716 1088 746 Fb Fb Fb Fb L/100 2425 1029 518 289 L/150 1607 676 336 183 L/180 1334 559 275 148 L/240 993 412 199 104 L/360 652 265 123 59 Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- 2899 2057 1507 1134 872 683 543 438 L/150 ---- ---- 7200 4365 2825 1923 1362 995 746 572 446 352 282 L/180 ---- 10781 5995 3633 2349 1597 1130 825 617 472 367 289 230 L/240 16318 8078 4489 2717 1755 1191 840 611 456 346 268 209 165 L/360 10869 5376 2983 1802 1160 784 550 398 294 221 169 130 100 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.846.7mm2 2.22kg/m 3071788mm4 Major Axis (N/m) Minor Axis (N/m) 43917mm3I S Aw I 361.2mm2 133194mm4 Wt. 2.22 kg/m 4752mm3 S Span (m) 0.91 1.22 1.52 1.83 Maximum Load (N/m) Deflection (N/m) Deflection (N/m) Part: 139.7 x 38.1 x 6.4mm C Section Part Number: F-P-CS(140/38/6.4) 139.7mm 6.4mm 38.1mm
  • 43. TM ArchitEX™ | 43 Beams - Allowable Uniform Loads Span (m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 7820 5422 3976 3037 2394 1933 1593 1334 1132 972 843 Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- 1557 1202 945 755 611 L/150 ---- ---- 3803 2607 1857 1364 1028 792 620 493 397 L/180 ---- 4845 3164 2167 1542 1132 852 655 512 406 326 L/240 5908 3627 2366 1618 1149 842 632 484 377 297 237 L/360 3929 2408 1567 1069 757 551 411 313 241 189 149 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.887.1mm2 2.49kg/m 4237236mm4 5552mm3I S Span (m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 17199 13063 9586 7329 5782 4675 3856 3233 2748 2364 2053 Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- 12500 8173 5608 4000 2944 2224 1716 1349 1077 871 L/150 13538 8319 5434 3724 2652 1948 1468 1130 885 703 566 L/180 11274 6925 4521 3096 2203 1616 1216 934 730 579 464 L/240 8445 5183 3380 2311 1641 1201 901 690 537 423 337 L/360 5615 3441 2239 1526 1079 786 586 445 343 267 210 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.1270.3mm2 3.87kg/m 6056167mm4 79477mm3I S Deflection (N/m) Deflection (N/m) Part: 152.4 x 41.3 x 6.4mm C Section Part Number: F-P-CS(152/41/6.4) Part: 152.4 x 42.9 x 9.5mm C Section Part Number: F-P-CS(152/43/9.5) 152.4mm 6.4mm 41.3mm 152.4mm 9.5mm 42.9mm
  • 44. 44 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 23752 18545 13610 10406 8210 6639 5477 4593 3905 3359 2918 2558 2259 2009 1797 1616 Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- 5314 4135 3275 2633 2145 1767 1471 1235 1045 890 L/150 ---- 18405 12333 8613 6224 4627 3523 2737 2164 1736 1410 1159 961 804 677 574 L/180 ---- 15327 10268 7168 5177 3846 2926 2271 1793 1437 1165 956 791 660 555 469 L/240 18030 11481 7686 5361 3868 2870 2180 1689 1330 1063 860 702 579 480 401 337 L/360 12001 7634 5105 3555 2559 1894 1434 1106 867 689 554 449 366 301 248 205 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.1754mm2 4.76kg/m 14888598mm4 146500mm3I S Deflection (N/m) Part: 203.2 x 55.6 x 9.5mm C Section Part Number: F-P-CS(203/56/9.5) 203.2mm 9.5mm 55.6mm
  • 45. TM ArchitEX™ | 45 Beams - Allowable Uniform Loads Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 27278 23369 20437 18156 15910 13133 11022 9378 8074 7022 6161 5448 4850 4344 3912 3540 3218 2936 2690 2472 Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- 10347 8246 6670 5464 4526 3787 3196 2719 2329 2008 1741 1517 1329 1168 L/150 ---- ---- ---- 15140 11393 8762 6866 5468 4418 3614 2988 2495 2101 1783 1523 1309 1132 982 857 750 L/180 ---- ---- 17183 12602 9479 7287 5707 4542 3667 2997 2476 2065 1737 1471 1255 1077 928 804 699 610 L/240 26298 18077 12865 9430 7088 5443 4258 3385 2728 2226 1835 1527 1281 1082 919 786 674 581 503 436 L/360 17503 12022 8548 6257 4696 3600 2810 2227 1790 1455 1194 989 825 692 584 495 420 358 306 261 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.2903.2mm2 7.89kg/m 38497245mm4 303161mm3I S Deflection (N/m) Part: 254 x 69.6 x 12.7mm C Section Part Number: F-P-CS(254/70/12.7) 254mm 12.7mm 69.6mm
  • 46. 46 | TREADWELL treadwellgroup.com.au46 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 31822 27261 23841 21181 18635 15383 12910 10985 9458 8225 7217 6381 5681 5088 4582 4147 3769 3440 3151 2896 Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- 10968 8891 7296 6054 5072 4287 3652 3133 2705 2348 2050 1797 1583 L/150 ---- ---- ---- 19875 15023 11596 9114 7278 5893 4830 4002 3348 2824 2401 2055 1769 1532 1332 1164 1021 L/180 ---- ---- 22430 16545 12502 9646 7578 6048 4894 4008 3318 2773 2336 1984 1695 1457 1259 1093 953 834 L/240 ---- 23429 16797 12383 9351 7209 5658 4510 3645 2981 2463 2054 1727 1462 1246 1067 919 794 689 600 L/360 22472 15585 11164 8222 6200 4772 3738 2973 2396 1953 1608 1335 1117 941 796 678 579 496 425 366 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.3387.1mm2 9.04kg/m 51862436mm4 315007mm3I S Deflection (N/m) Part: 292 x 69.9 x 12.7mm C Section Part Number: F-P-CS(292/70/12.7) 292mm 12.7mm 69.9mm
  • 47. TM ArchitEX™ | 47ArchitEX™ | 47 Beams - Allowable Uniform Loads Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 33342 28564 24981 20565 16638 13733 11523 9803 8439 7338 6437 5690 5065 4535 4083 Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4924 4199 3606 L/150 ---- ---- ---- ---- ---- 13185 10387 8310 6740 5533 4591 3846 3249 2766 2370 L/180 ---- ---- ---- 18705 14181 10971 8639 6908 5600 4594 3809 3188 2690 2288 1958 L/240 ---- 26248 18916 14003 10610 8202 6453 5156 4174 3420 2831 2365 1992 1690 1443 L/360 25014 17465 12577 9301 7039 5434 4268 3403 2749 2246 1853 1543 1294 1093 928 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.3548.4mm2 9.68kg/m 59729209mm4 391651mm3I S Deflection (N/m) Part: 304.8 x 76.2 x 12.7mm C Section Part Number: F-P-CS(305/76/12.7) 304.8mm 12.7mm 76.2mm
  • 48. 48 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 7.92 506160 284715 182217 126540 92968 71179 56240 45554 37648 31635 26955 23242 20246 17795 15763 14060 12619 11389 10330 9412 8611 7909 7289 6739 Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 −−− −−− 317391 212548 147865 106280 78572 59519 46050 36293 29070 23620 19436 16174 13597 11535 9867 8503 7378 6442 5657 4994 4430 3947 L/150 547160 330598 211594 141699 98576 70854 52381 39679 30700 24195 19380 15746 12957 10783 9065 7690 6578 5669 4919 4295 3771 3329 2953 2631 L/180 455967 275498 176329 118082 82147 59045 43651 33066 25583 20163 16150 13122 10798 8986 7554 6409 5482 4724 4099 3579 3143 2774 2461 2193 L/240 341975 206624 132246 88562 61610 44283 32738 24800 19188 15122 12113 9841 8098 6739 5666 4806 4111 3543 3074 2684 2357 2081 1846 1645 L/360 227983 137749 88164 59041 41073 29522 21826 16533 12792 10081 8075 6561 5399 4493 3777 3204 2741 2362 2049 1789 1571 1387 1230 1096 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.9435.465mm2 16.7421kg/m 146822384mm4 825772.688mm3I S Deflection (N/m) Part: 355.6x88.9x19.1mm C Section Part Number: F-P-CS(356/89/19) 355.6mm 19.1mm 88.9mm
  • 50. 50 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads 984 461 249 146 91 59 38 6388 4460 3093 2269 1733 1367 1104 Fb Fb Fb Fb Fb Fb Fb L/100 5795 3131 1865 1192 804 566 411 L/150 3858 2083 1238 790 531 372 269 L/180 3213 1733 1029 656 440 308 222 L/240 2406 1296 768 488 327 227 163 L/360 1599 859 507 321 213 147 104 The part weight has been deducted in the above table. Aw Wt.377.4mm2 1.31kg/m 836625mm4 18845mm3I S Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 Maximum Load (N/m) No Lateral Suppport Max.Load(N/m) 1488 724 403 244 156 104 71 6825 4537 3146 2307 1762 1389 1122 Fv Fb Fb Fb Fb Fb Fb L/100 5188 2776 1643 1046 703 493 357 L/150 3453 1845 1090 692 463 323 232 L/180 2875 1535 905 574 383 266 191 L/240 2152 1147 675 426 283 196 139 L/360 1429 759 445 279 184 125 87 The part weight has been deducted in the above table. Aw Wt.403.2mm2 1.64kg/m 728405mm4 19173mm3I S Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 Maximum Load (N/m) No Lateral Suppport Max.Load(N/m) Deflection (N/m) Deflection (N/m) 76.2mm 38.1mm 6.4mm Part: 76.2 x 38.1 x 6.4mm I-Beam Part Number: F-P-IS(76/38/6.4) Part: 88.9 x 38.1 x 4.7mm I-Beam Part Number: F-P-IS(89/38/4.7) 88.9mm 38.1mm 4.7mm
  • 51. TM ArchitEX™ | 51 Beams - Allowable Uniform Loads 3265 1514 817 486 310 207 142 100 71 7034 3874 2010 1164 728 482 332 236 171 126 94 70 9555 7640 5950 4366 3337 2632 2128 1755 1471 13654 10917 9093 7262 5554 4382 3544 2924 2453 2086 1795 1560 Fv Fv Fb Fb Fb Fb Fb Fb Fb Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- 6565 3965 2560 1740 1232 901 676 519 L/100 ---- ---- ---- 6156 4247 3041 2246 1701 1316 1037 830 673 L/150 7915 4369 2636 1699 1153 814 593 443 338 L/150 ---- 10013 6221 4094 2822 2018 1488 1125 868 682 544 439 L/180 6592 3638 2193 1412 957 675 491 366 278 L/180 ---- 8340 5179 3407 2347 1677 1235 933 719 564 449 361 L/240 4939 2723 1639 1054 712 500 362 269 203 L/240 10829 6248 3878 2549 1753 1251 919 692 532 416 329 264 L/360 3285 1808 1085 695 468 326 234 172 128 L/360 7210 4156 2576 1690 1159 825 604 452 345 268 210 167 The part weight has been deducted in the above table. The part weight has been deducted in the above table. Aw Wt.564.5mm2 2.23kg/m Aw Wt.806mm2 2.86kg/m 1835581mm4 36215mm3I S 4665954mm4 66859.00mm3I S Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 Maximum Load (N/m) Maximum Load (N/m) No Lateral Suppport Max.Load(N/m) No Lateral Suppport Max.Load(N/m) Deflection (N/m) Deflection (N/m) Part: 101.6 x 50.8 x 6.4mm I-Beam Part Number: F-P-IS(102/51/6.4) Part: 139.7 x 63.5 x 6.4mm I-Beam Part Number: F-P-IS(140/64/6.4) 101.6mm 50.8mm 6.4mm 139.7mm 63.5mm 6.4mm
  • 52. 52 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads 9256 4860 2847 1801 1206 842 607 449 338 258 199 154 120 93 17195 14321 12268 10729 8901 7201 5943 4986 4242 3651 3174 2784 2461 2190 Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- 11865 8246 5939 4405 3349 2599 2053 1647 1339 1100 913 765 L/150 ---- 11870 7894 5482 3944 2921 2217 1717 1353 1082 877 718 593 494 L/180 15678 9884 6571 4561 3279 2426 1840 1423 1120 894 723 591 487 404 L/240 11747 7401 4916 3409 2447 1808 1368 1056 828 659 530 431 353 291 L/360 7816 4918 3262 2257 1616 1190 896 688 537 424 338 272 220 179 The part weight has been deducted in the above table. Aw Wt.1270mm2 4.76kg/m 9302772mm4 122084mm3I S Span (m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 Maximum Load (N/m) No Lateral Suppport Max.Load(N/m) Deflection (N/m) Span (m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 5307 2689 1524 936 610 415 292 210 154 114 84 12008 10001 8568 7493 6321 5114 4221 3542 3013 2594 2255 Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb L/100 ---- ---- 8403 5844 4211 3124 2376 1845 1458 1170 951 L/150 ---- 8400 5591 3885 2796 2072 1573 1219 961 769 623 L/180 11083 6995 4654 3232 2325 1721 1306 1011 796 636 514 L/240 8304 5238 3483 2416 1736 1283 971 750 589 469 377 L/360 5525 3481 2311 1600 1146 845 637 489 382 302 241 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.887.1mm2 3.27kg/m 7071772mm4 92751mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 152.4 x 76.2 x 6.4mm I-Beam Part Number: F-P-IS(152/76/6.4) Part: 152.4 x 76.2 x 9.5mm I-Beam Part Number: F-P-IS(152/76/9.5) 152.4mm 76.2mm 6.4mm 152.4mm 76.2mm 9.5mm
  • 53. TM ArchitEX™ | 53 Beams - Allowable Uniform Loads Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 29698 23746 12217 6880 4210 2741 1872 1327 969 724 551 426 332 261 206 163 129 29698 23746 19778 16943 14818 13164 11841 10759 9321 7933 6831 5943 5216 4613 4108 3680 3315 Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- 10289 7915 6205 4945 3998 3273 2709 2265 1910 1623 1389 L/150 ---- ---- ---- ---- 12400 9093 6838 5256 4116 3276 2644 2161 1785 1489 1252 1061 905 L/180 ---- ---- ---- 14506 10323 7567 5688 4370 3420 2720 2193 1790 1477 1230 1033 874 744 L/240 ---- ---- 15815 10864 7727 5659 4250 3261 2549 2024 1629 1327 1092 907 759 640 542 L/360 25452 15970 10522 7222 5130 3752 2813 2153 1678 1328 1065 864 707 584 485 406 341 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.1754mm2 6.4kg/m 23121656mm4 227616mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 203.2 x 101.6 x 9.5mm I-Beam Part Number: F-P-IS(203/102/9.5) 203.2mm 101.6mm 9.5mm
  • 54. 54 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 17993 10346 6455 4280 2972 2140 1586 1203 929 728 577 462 372 301 244 25456 21808 19071 16943 15240 13847 11847 10083 8682 7552 6628 5862 5219 4676 4212 Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- 13101 10075 7896 6291 5084 4161 3444 2878 2426 2061 1763 L/150 ---- ---- 15802 11581 8706 6689 5236 4166 3362 2746 2268 1891 1590 1346 1148 L/180 ---- 18497 13154 9637 7241 5560 4350 3458 2788 2275 1876 1562 1311 1108 943 L/240 20182 13852 9845 7207 5410 4149 3241 2573 2070 1685 1386 1151 962 810 686 L/360 13427 9207 6536 4777 3579 2738 2133 1687 1352 1096 896 739 614 512 430 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.2258mm2 8.48kg/m 29394263mm4 289396mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 203.2 x 101.6 x 12.7mm I-Beam Part Number: F-P-IS(203/102/12.7) 203.2mm 101.6mm 12.7mm
  • 55. TM ArchitEX™ | 55 Beams - Allowable Uniform Loads Span (m) 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 15066 9026 5761 3863 2694 1939 1432 1080 828 644 506 401 319 255 203 162 128 100 77 21613 18900 16791 15104 13723 12572 11599 10764 9570 8401 7432 6620 5933 5346 4842 4404 4022 3687 3391 Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- 11793 9478 7719 6359 5294 4449 3770 3218 2766 2393 2081 1819 1598 1409 L/150 ---- ---- 16652 12717 9898 7834 6291 5118 4211 3501 2938 2485 2117 1816 1567 1359 1185 1037 911 L/180 ---- 18543 13860 10583 8235 6514 5228 4251 3496 2904 2434 2057 1750 1499 1292 1119 973 850 745 L/240 19046 13886 10374 7916 6155 4864 3900 3167 2601 2157 1804 1521 1292 1103 948 818 709 616 538 L/360 12669 9229 6888 5249 4075 3215 2572 2083 1706 1410 1175 986 833 708 604 517 444 383 330 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.2237mm2 8.6kg/m 46463914mm4 365923mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 254 x 127 x 9.5mm I-Beam Part Number: F-P-IS(254/127/9.5) 254mm 127mm 9.5mm
  • 56. 56 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 21472 13050 8452 5752 4070 2973 2228 1705 1327 1048 837 675 548 448 367 301 247 202 165 28040 24522 21786 19597 17806 16313 15050 13968 12287 10786 9542 8500 7618 6865 6217 5656 5165 4735 4356 Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- 15165 12187 9924 8175 6806 5719 4846 4137 3557 3076 2676 2339 2055 1812 L/150 ---- ---- 21429 16363 12733 10075 8090 6581 5415 4502 3777 3196 2723 2336 2016 1749 1525 1335 1173 L/180 ---- 23879 17840 13618 10594 8378 6724 5466 4495 3734 3130 2645 2252 1929 1662 1440 1253 1095 960 L/240 24542 17883 13354 10188 7919 6258 5017 4074 3345 2774 2322 1958 1663 1421 1221 1054 913 795 694 L/360 16326 11887 8868 6757 5244 4137 3309 2681 2195 1815 1513 1270 1073 912 779 667 574 495 428 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.2903mm2 10.71kg/m 59641801mm4 469653mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 254 x 127 x 12.7mm I-Beam Part Number: F-P-IS(254/127/12.7) 254mm 127mm 12.7mm
  • 57. ArchitEX™ | 57 TM Beams - Allowable Uniform Loads Span (m) 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 7.92 8.23 8.53 8.84 9.14 34273 24706 15757 10567 7377 5322 3945 2990 2310 1812 1441 1159 940 768 631 521 431 357 296 245 201 165 133 106 34273 29973 26629 23953 21764 19940 18396 17073 15926 14923 14038 12583 11280 10168 9211 8381 7658 7022 6462 5965 5522 5126 4770 4449 Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- 16746 13886 11627 9820 8360 7168 6187 5372 4690 4115 3627 3211 2853 2545 2277 2044 1839 L/150 ---- ---- ---- ---- 20929 16739 13564 11121 9215 7709 6504 5531 4736 4082 3539 3084 2701 2376 2098 1860 1654 1476 1320 1184 L/180 ---- ---- ---- 22105 17420 13928 11282 9247 7658 6403 5399 4588 3926 3381 2928 2549 2230 1959 1727 1529 1357 1208 1079 965 L/240 ---- 28049 21350 16547 13033 10414 8430 6903 5712 4770 4018 3409 2913 2504 2164 1880 1640 1437 1264 1115 986 875 777 692 L/360 25029 18657 14191 10989 8646 6901 5578 4560 3766 3138 2636 2230 1899 1627 1400 1211 1051 916 800 701 615 541 476 419 Maximum Load ( N/m) The part weight has been deducted in the above table. Aw Wt.3548mm2 12.95kg/m 105706133mm4 693664mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 304.8 x 152.4 x 12.7mm I-Beam Part Number: F-P-IS(305/152/12.7) 304.8mm 152.4mm 12.7mm
  • 58. 58 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 7.92 8.23 8.53 8.84 9.14 41793 22848 13571 8585 5705 3942 2810 2055 1535 1165 896 696 545 428 337 264 206 159 121 89 62 39 20 ---- ---- 46391 39746 34762 30885 27784 25247 23132 21343 19809 18480 17317 16291 15379 14563 13335 12083 10998 10052 9221 8488 7838 7259 6741 6276 5856 Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 15975 13712 11846 10293 8993 7897 6967 6173 5491 4904 4394 3950 3562 3221 L/150 ---- ---- ---- ---- ---- ---- ---- 21106 17750 14723 12451 10608 9099 7855 6820 5953 5222 4602 4073 3619 3227 2887 2591 2332 2105 L/180 ---- ---- ---- ---- ---- ---- 21333 17567 14604 12248 10354 8818 7562 6524 5662 4940 4331 3814 3373 2994 2668 2385 2138 1922 1733 L/240 ---- ---- ---- 30585 24334 19601 15968 13143 10921 9154 7734 6582 5639 4862 4215 3673 3216 2829 2498 2214 1969 1757 1572 1410 1268 L/360 44253 33580 25940 20348 16180 13025 10603 8720 7239 6060 5114 4346 3717 3199 2768 2406 2102 1843 1623 1434 1270 1129 1006 898 803 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.4112mm2 12.95kg/m 207345685mm4 907024mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 457.2 x 9.5 x 114.3 x 12.7mm I-Beam Part Number: F-P-IS(457/9.5/114/12.7) 457.2mm 114.3mm 12.7mm 9.5mm
  • 59. TM ArchitEX™ | 59 Beams - Allowable Uniform Loads Span (m) 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 Span (m) 7.62 7.92 8.23 8.53 8.84 9.14 9.45 9.75 10.06 10.36 10.67 10.97 11.28 11.58 11.89 12.19 36730 33371 24071 17569 13127 10006 7760 6108 4870 3926 3196 2624 2170 1806 1511 1269 1069 903 764 647 547 462 389 325 271 223 181 144 112 83 58 36730 33371 30571 28203 26172 24413 22873 21514 20307 19226 18254 17374 16574 15844 15174 14559 13990 13464 12975 12520 12095 11698 11326 10976 10646 10336 10043 9765 9502 9253 9016 Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- L/100 ---- ---- ---- ---- 12049 10996 10056 9216 8463 7787 7177 6627 6129 5677 5267 4893 L/150 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 16314 14598 13104 L/150 11798 10651 9641 8749 7959 7256 6630 6070 5568 5117 4711 4344 4012 3711 3437 3188 L/180 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 17111 15205 13558 12128 10883 L/180 9794 8839 7997 7254 6596 6010 5488 5022 4603 4227 3889 3583 3306 3055 2827 2620 L/240 ---- ---- ---- ---- ---- ---- 21330 18651 16378 14439 12778 11348 10113 9041 8107 L/240 7290 6574 5943 5385 4891 4452 4061 3711 3397 3115 2861 2632 2424 2236 2065 1909 L/360 35335 29887 25450 21804 18782 16262 14146 12360 10844 9552 8445 7492 6668 5953 5331 L/360 4786 4309 3888 3516 3187 2894 2633 2400 2191 2003 1834 1681 1542 1417 1303 1199 Maximum Load (N/m) Maximum Load (N/m) The part weight has been deducted in the above table. The part weight has been deducted in the above table. Aw Wt.5445mm2 22.62kg/m Aw Wt.5445mm2 22.62kg/m 781266386mm4 2563265mm3I S 781266386mm4 2563265mm3I S Deflection (N/m) Deflection (N/m) No Lateral Suppport Max.Load(N/m) No Lateral Suppport Max.Load(N/m) Part: 609.6 x 9.5 x 190.5 x 19.1mm I-Beam Part Number: F-P-IS(610/9.5/191/19) Part: 609.6 x 9.5 x 190.5 x 19.1mm I-Beam Part Number: F-P-IS(610/9.5/191/19) 609.6mm 190.5mm 19.1mm 609.6mm 190.5mm 19.1mm 9.5mm 9.5mm
  • 60. 60 | TREADWELL treadwellgroup.com.au
  • 61. TM ArchitEX™ | 61 Beams - Allowable Uniform Loads 6817 3278 1741 1028 654 439 306 6817 5449 4537 3885 3183 2510 2029 Fv Fv Fv Fv Fb Fb Fb L/100 ---- 4707 2840 1831 1242 877 639 L/150 5674 3130 1885 1213 820 577 418 L/180 4724 2604 1567 1007 679 477 344 L/240 3537 1947 1169 749 504 351 252 L/360 2350 1290 772 491 328 226 160 The part weight has been deducted in the above table. Aw Wt.403.2mm2 2.44kg/m 1319454mm4 34577mm3I S Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 Maximum Load (N/m) No Lateral Suppport Max.Load(N/m) Deflection (N/m) Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 9546 7630 4219 2396 1477 967 663 471 344 256 194 149 9546 7630 6353 5441 4757 4156 3360 2772 2324 1976 1699 1476 Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- 4342 2993 2140 1578 1193 920 723 576 465 L/150 ---- 7062 4386 2884 1985 1417 1041 785 603 471 373 299 L/180 ---- 5879 3650 2398 1649 1175 863 649 497 388 306 244 L/240 7630 4402 2729 1791 1229 874 639 479 365 283 222 175 L/360 5076 2924 1809 1183 809 572 416 309 233 178 137 106 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.564.5mm2 3.20kg/m 3304878mm4 65057mm3I S No Lateral Suppport Max.Load(N/m) Part: 76.2 x 76.2 x 6.4mm WF-Beam Part Number: F-P-WF(76/76/6.4) Part: 101.6 x 101.6 x 6.4mm WF-Beam Part Number: F-P-WF(102/102/6.4) Deflection (N/m) 76.2mm 76.2mm 6.4mm 101.6mm 101.6mm 6.4mm
  • 62. 62 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads 21480 17170 14296 12244 9783 6306 4272 3011 2191 1636 1249 970 21480 17170 14296 12244 10704 9507 8549 7765 7112 6560 5765 5013 Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb L/100 ---- ---- ---- ---- ---- ---- 7416 5699 4462 3550 2865 2341 L/150 ---- ---- ---- ---- 8943 6551 4920 3775 2951 2343 1886 1537 L/180 ---- ---- ---- 10468 7441 5447 4088 3134 2447 1941 1560 1269 L/240 ---- ---- 11415 7833 5563 4067 3048 2333 1817 1438 1152 934 L/360 18393 11529 7586 5198 3685 2688 2008 1531 1188 935 744 599 Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.1270mm2 7.29kg/m 16720016mm4 219423mm3I S No Lateral Suppport Max.Load(N/m) 11990 9896 7258 5545 3790 2522 1746 1248 915 685 522 11990 9896 7258 5545 4371 3531 2909 2437 2069 1777 1542 Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- L/150 ---- ---- ---- ---- ---- 3460 2656 2076 1649 1328 1082 L/180 ---- ---- ---- 5230 3830 2875 2205 1722 1366 1098 893 L/240 ---- 8016 5504 3910 2860 2144 1641 1279 1012 811 658 L/360 8091 5328 3652 2590 1890 1413 1078 836 658 524 422 Span (m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 Maximum Load (N/m) Aw Wt.887.1mm2 5.06kg/m 11771025mm4 154530mm3I S No Lateral Suppport Max.Load(N/m) The part weight has been deducted in the above table. 152.4mm 152.4mm 6.4mm Part: 152.4 x 152.4 x 6.4mm WF-Beam Part Number: F-P-WF(152/152/6.4) Part: 152.4 x 152.4 x 9.5mm WF-Beam Part Number: F-P-WF(152/152/9.5) Deflection (N/m) Deflection (N/m) 152.4mm 152.4mm 9.5mm
  • 63. TM ArchitEX™ | 63 Beams - Allowable Uniform Loads Span (m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 29666 23714 19746 16911 14786 13132 11716 8108 5800 4265 3210 2463 1922 1521 1219 986 805 29666 23714 19746 16911 14786 13132 11810 9755 8182 6958 5986 5202 4561 4029 3584 3207 2885 Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 3888 3295 2813 2417 L/150 ---- ---- ---- ---- ---- ---- 10968 8566 6797 5469 4455 3669 3052 2561 2165 1844 1580 L/180 ---- ---- ---- ---- ---- 11898 9125 7123 5648 4541 3696 3042 2527 2118 1789 1521 1301 L/240 ---- ---- ---- 16139 11849 8900 6820 5318 4212 3382 2749 2258 1872 1565 1318 1117 952 L/360 ---- 21636 15008 10727 7868 5902 4515 3514 2777 2223 1801 1474 1216 1012 847 713 603 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.1754mm2 9.66kg/m 41285995mm4 406399mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 203.2 x 203.2 x 9.5mm WF-Beam Part Number: F-P-WF(203/203/9.5) 203.2mm 203.2mm 9.5mm
  • 64. 64 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 25412 21764 19028 16899 15197 11596 8378 6222 4730 3667 2890 2311 1870 1529 1262 1049 878 738 623 528 25412 21764 19028 16899 15197 13804 12643 11660 10818 10089 9450 8887 8242 7385 6652 6022 5476 4999 4581 4212 Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- 10563 8614 7104 5918 4974 4214 3597 3090 2670 2319 2025 1775 1563 L/150 ---- ---- ---- ---- 14052 10972 8703 7000 5701 4694 3903 3273 2767 2355 2017 1738 1504 1308 1141 999 L/180 ---- ---- ---- 15247 11689 9122 7231 5812 4729 3890 3231 2707 2285 1942 1660 1427 1232 1068 930 812 L/240 ---- 20696 15189 11404 8735 6810 5391 4327 3515 2886 2392 1998 1682 1425 1213 1038 892 770 666 577 L/360 19254 13755 10083 7560 5781 4497 3552 2843 2301 1882 1552 1290 1079 907 767 650 553 471 401 342 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.2258mm2 12.95kg/m 52844742mm4 520125mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 203.2 x 203.2 x 12.7mm WF-Beam Part Number: F-P-WF(203/203/12.7) 203.2mm 203.2mm 12.7mm
  • 65. TM ArchitEX™ | 65 Beams - Allowable Uniform Loads Span (m) 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 21569 18857 14953 12088 9968 8355 7100 6105 5301 4288 3375 2690 2169 1765 1448 1197 996 832 698 21569 18857 14953 12088 9968 8355 7100 6105 5301 4644 4099 3643 3256 2926 2642 2396 2182 1993 1827 Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- L/150 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2339 2048 1800 1588 L/180 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4075 3467 2970 2558 2216 1928 1685 1479 1302 L/240 ---- ---- ---- ---- 9600 7718 6278 5161 4283 3585 3024 2569 2195 1887 1630 1414 1232 1077 945 L/360 17668 13349 10266 8022 6357 5103 4143 3398 2813 2348 1974 1670 1421 1215 1044 900 779 676 587 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.2237mm2 13.01kg/m 82634425mm4 650730mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 254 x 254 x 9.5mm WF-Beam Part Number: F-P-WF(254/254/9.5) 254mm 254mm 9.5mm
  • 66. 66 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 7.92 8.23 8.53 8.84 9.14 27986 24468 21732 19543 17752 16259 13552 10190 7819 6105 4839 3886 3157 2591 2145 1789 1502 1268 1076 917 783 671 576 495 27986 24468 21732 19543 17752 16259 14996 13914 12294 10786 9536 8489 7603 6846 6195 5630 5138 4705 4324 3986 3684 3415 3173 2954 Fv Fv Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8197 7039 6083 5287 4618 4054 3574 3163 2810 2505 2240 2009 1806 L/150 ---- ---- ---- ---- ---- 16062 13083 10772 8956 7513 6353 5411 4640 4002 3471 3026 2650 2330 2056 1820 1617 1440 1286 1151 L/180 ---- ---- ---- ---- 16603 13358 10876 8950 7437 6234 5268 4483 3840 3309 2866 2495 2181 1915 1687 1491 1321 1174 1045 933 L/240 ---- ---- 19999 15642 12413 9979 8117 6673 5538 4636 3911 3323 2840 2442 2110 1832 1596 1396 1225 1078 951 841 744 660 L/360 22865 17270 13280 10375 8222 6600 5358 4396 3639 3038 2554 2162 1841 1575 1354 1168 1011 878 764 666 581 507 443 387 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.2903mm2 16.22kg/m 106638491mm4 839673mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 254 x 254 x 12.7mm WF-Beam Part Number: F-P-WF(254/254/12.7) 254mm 254mm 12.7mm
  • 67. TM ArchitEX™ | 67 Beams - Allowable Uniform Loads Span (m) 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 7.92 8.23 8.53 8.84 9.14 9.45 9.75 10.06 10.36 10.67 34207 29907 26563 23887 21698 19702 16759 14424 12540 10998 9363 7485 6055 4950 4084 3398 2847 2401 2036 1736 1486 1277 1100 951 823 713 619 537 465 34207 29907 26563 23887 21698 19702 16759 14424 12540 10998 9720 8649 7743 6969 6304 5726 5223 4781 4391 4045 3737 3461 3214 2990 2788 2605 2438 2286 2146 Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb L/100 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 2389 2176 1986 L/150 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 6827 5654 5218 4593 4059 3600 3205 2861 2562 2300 2070 1868 1688 1529 1387 1260 L/180 ---- ---- ---- ---- ---- ---- ---- ---- 12261 10367 8827 7566 6524 5657 4930 4316 3795 3350 2968 2638 2352 2103 1885 1693 1524 1375 1242 1123 1018 L/240 ---- ---- ---- ---- 19544 15938 13128 10913 9148 7727 6572 5626 4845 4194 3649 3189 2798 2465 2178 1931 1716 1529 1366 1222 1095 983 883 794 715 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.3548mm2 19.64kg/m 188323909mm4 1236404mm3I S Deflection (N/m)No Lateral Suppport Max.Load(N/m) Part: 304.8 x 304.8 x 12.7mm WF-Beam Part Number: F-P-WF(305/305/12.7) 304.8mm 304.8mm 12.7mm
  • 68. 68 | TREADWELL treadwellgroup.com.au
  • 69. TM ArchitEX™ | 69 Beams - Allowable Uniform Loads Span (m) 3824 3181 2729 2379 2116 1897 1722 1445 Fv Fb Fb Fb Fb Fb Fb Fb ---- ---- 2350 1620 1153 846 642 496 3794 2364 1562 1065 759 555 423 321 3167 1970 1299 890 628 467 350 263 2364 1474 963 657 467 336 248 190 1562 963 628 423 306 219 161 117 L/100 L/150 L/180 L/240 L/360 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.283mm2 2.17kg/m 1823093mm4 35887mm3I S Deflection (N/m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 101.6mm 50.8mm 6.4mm 3.2mm Part: 101.6 x 3.2 x 50.8 x 6.4mm Rectangular Hollow Section Part Number: F-P-RHS(102/3.2/51/6.4)
  • 70. 70 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Maximum Load (N/m) Aw Wt.846.7mm2 2.22kg/m 3071788mm4 Major Axis (N/m) 43917mm3I S Aw I 993mm2 5032237mm4 Wt. 5.66 kg/m 99141mm3 S Deflection Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 Span (m) 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 14652 15076 11544 9107 7370 6071 5093 4334 3721 3240 2846 9311 7968 6961 6188 5560 4801 4028 3430 2948 2554 2247 Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb L/100 ---- 12478 8625 6173 4568 3459 2685 2116 1693 1372 1124 L/100 ---- 6728 4612 3284 2423 1824 1401 1095 876 701 569 L/150 12580 8304 5721 4101 3021 2291 1766 1386 1109 890 730 L/150 6830 4466 3050 2175 1591 1197 919 715 555 452 365 L/180 10478 6903 4758 3400 2510 1897 1459 1153 919 730 598 L/180 5677 3707 2539 1795 1313 992 759 584 452 365 292 L/240 7837 5166 3561 2539 1868 1401 1080 846 671 540 438 L/240 4247 2773 1883 1343 978 730 555 423 336 263 204 L/360 5210 3430 2350 1678 1226 919 701 540 423 336 263 L/360 2817 1824 1240 876 628 467 350 263 204 146 117 Maximum Load (N/m) The part weight has been deducted in the above table. Aw Wt.1561mm2 5.66kg/m Minor Axis (N/m) 9527537mm4 125033mm3I S I Deflection (N/m) Deflection (N/m) Part: 152.4 x 101.6 x 6.4mm Rectangular Hollow Section Part Number: F-P-RHS(152/102/6.4) 152.4mm 6.4mm 101.6mm
  • 72. 72 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 13645 9019 6246 4583 3503 2758 2218 1824 1532 Fv Fb Fb Fb Fb Fb Fb Fb Fb 10362 5546 3269 2072 1401 978 701 525 394 6888 3678 2175 1372 919 628 452 336 248 5735 3065 1795 1138 759 525 365 263 204 4291 2277 1343 846 555 379 263 190 131 2846 1503 876 540 350 234 161 117 73 L/100 L/150 L/180 L/240 L/360 The part weight has been deducted in the above table. Aw Wt.806mm2 3.08kg/m 1456810mm4 38182mm3I S Deflection (N/m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 Span (m) Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb 16243 8829 5268 3741 2277 1605 1168 876 657 511 409 10814 5867 3503 2233 1503 1051 759 569 423 321 248 9004 4889 2904 1853 1240 876 628 467 350 263 204 6742 3649 2175 1386 919 642 467 336 248 190 146 4480 2423 1430 905 598 409 292 204 146 117 88 L/100 L/150 L/180 L/240 L/360 The part weight has been deducted in the above table. Aw Wt.967mm2 3.71kg/m 2385006mm4 53585mm3I S Deflection (N/m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 16374 12682 8786 6451 4933 3882 3138 2583 2160 1839 1576 76.2mm 6.4mm 88.9mm 6.4mm Part: 76.2 x 6.4mm Square Hollow Section Part Number: F-P-SHS(76/76/6.4) Part: 88.9 x 6.4mm Square Hollow Section Part Number: F-P-SHS(89/89/6.4) Maximum Load (N/m) Maximum Load (N/m)
  • 73. TM ArchitEX™ | 73 Beams - Allowable Uniform Loads Span (m) L/100 L/150 L/180 L/240 L/360 The part weight has been deducted in the above table. Aw Wt.1129.032mm2 50.5388kg/m 3671157.42mm4 72266.58mm3 I S Deflection (N/m) 101.6mm 6.4mm Part: 101.6 x 6.4mm Square Hollow Section Part Number: F-P-SHS(102/102/6.4) 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 6.40 6.71 7.01 7.32 7.62 7.92 44296 24917 15947 11074 8136 6229 4922 3987 3295 2769 2359 2034 1772 1557 1379 1230 1104 997 904 824 754 288 638 590 Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb −−− −−− 12241 7408 4798 3274 2330 1714 1297 1004 793 637 520 429 358 302 257 221 191 166 146 128 114 101 30110 14750 8161 4939 3198 2183 1553 1143 865 670 529 425 346 286 239 202 172 147 127 111 97 86 76 67 25092 12291 6800 4116 2665 1819 1294 952 721 558 441 354 289 238 199 168 143 123 106 92 81 71 63 56 18819 9219 5100 3087 1999 1364 971 714 540 419 331 266 216 179 149 126 107 92 80 69 61 53 47 42 12546 6146 3400 2058 1333 910 647 476 360 220 8075 177 144 119 100 84 72 61 53 46 40 36 32 28 Maximum Load (N/m)
  • 74. 74 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 51756 41541 34504 29644 25878 23045 20702 18849 17252 Fb Fb Fb Fb Fb Fb Fb Fb Fb 250774 161553 111455 82270 62694 49717 40124 33259 27864 167183 107702 74304 54847 41796 33144 26749 22173 18576 139319 89752 61920 45706 34830 27620 22291 18477 15480 104489 67314 46440 34279 26122 20715 16718 13858 11610 69660 44876 30960 22853 17415 13810 11146 9239 7740 L/100 L/150 L/180 L/240 L/360 Aw Wt.2995.2mm2 5.32kg/m 4E+06mm4 86720.8668mm3I S Deflection (N/m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 101.6mm 8mm Part: 101.6 x 8mm Square Hollow Section Part Number: F-P-SHS(102/102/8) The part weight has been deducted in the above table. Maximum Load (N/m)
  • 75. TM ArchitEX™ | 75 Beams - Allowable Uniform Loads Aw Wt.1574mm2 6.31kg/m 5007264mm4 98486mm3I S Span (m) 21293 16170 11865 9063 7151 5779 4758 3984 3386 2904 2525 2204 1956 1737 1547 1386 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb 17951 10829 6976 4743 3357 2452 1839 1401 1095 861 686 555 452 365 306 248 11938 7195 4626 3138 2204 1605 1197 905 701 555 438 350 277 219 175 146 9939 5984 3853 2598 1824 1328 992 744 569 452 350 277 219 175 131 102 7443 4466 2860 1926 1357 978 715 540 409 321 248 190 146 117 88 58 4933 2948 1883 1270 876 628 452 336 248 190 146 102 73 44 29 15 L/100 L/150 L/180 L/240 L/360 The part weight has been deducted in the above table. Deflection (N/m) Part: 101.6 x 9.5mm Square Hollow Section Part Number: F-P-SHS(102/102/9.5) 101.6mm 9.5mm Maximum Load (N/m)
  • 76. 76 | TREADWELL treadwellgroup.com.au Beams - Allowable Uniform Loads Span (m) 81250 65214 54167 46538 40625 36177 32500 29590 27083 Fb Fb Fb Fb Fb Fb Fb Fb Fb 513918 331075 228408 168599 128479 101885 82227 68159 57102 342612 220717 152272 112399 85653 67924 54818 45439 38068 285510 183931 126893 93666 71377 56603 45682 37866 31723 214132 137948 95170 70249 53533 42452 34261 28400 23792 142755 91965 63447 46833 35689 28302 22841 18933 15862 L/100 L/150 L/180 L/240 L/360 Aw Wt.3808mm2 6.48kg/m 9E+06mm4 142175.328mm3I S Deflection (N/m) 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 127mm 8mm Part: 127 x 8mm Square Hollow Section Part Number: F-P-SHS(127/127/8) The part weight has been deducted in the above Maximum Load (N/m)
  • 77. TM ArchitEX™ | 77 Beams - Allowable Uniform Loads Span (m) 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 4.88 5.18 5.49 5.79 6.10 27428 22839 19562 17104 15192 13663 11563 9700 8250 7099 6171 5411 4782 4254 3808 3426 Fv Fv Fv Fv Fv Fv Fb Fb Fb Fb Fb Fb Fb Fb Fb Fb ---- ---- ---- 16090 11578 8581 6518 5055 3991 3198 2597 2132 1768 1479 1246 1056 ---- ---- 15416 10693 7685 5686 4311 3336 2626 2098 1697 1387 1145 952 796 670 ---- 19325 12829 8894 6387 4722 3576 2763 2172 1731 1397 1139 937 776 647 541 23009 14469 9597 6645 4765 3516 2656 2047 1603 1273 1022 829 677 556 459 381 15305 9612 6364 4396 3142 2310 1737 1330 1035 815 648 518 417 337 272 220 L/100 L/150 L/180 L/240 L/360 The part weight has been deducted in the above Deflection (N/m) Aw Wt.2535mm2 9.73kg/m 9302772mm4 122083mm3I S Part: 152.4 x 9.5mm Square Hollow Section Part Number: F-P-SHS(152/152/9.5) 152.4mm 9.5mm Maximum Load (N/m)
  • 78. 78 | TREADWELL treadwellgroup.com.au
  • 79. TM ArchitEX™ | 79 Aw Wt. 4.48 kg/m 765865mm4 20811mm3 I S Span (m) 0.5 ---- 0.75 --- 1 ---- 1.25 ---- 1.5 ---- 1.75 ---- 2 ---- U C U C U C U C U C U C U C 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 1.2 1.2 1.9 1.8 2.8 0.1 0.1 0.3 0.4 0.5 0.8 1.0 1.4 1.6 2.4 2.4 3.7 3.5 5.5 0.2 0.2 0.4 0.6 0.8 1.2 1.4 2.2 2.4 3.6 3.6 5.6 5.3 8.3 0.2 0.3 0.5 0.7 1.1 1.6 1.9 2.9 3.2 4.8 4.9 7.5 7.1 11.0 0.3 0.4 0.8 1.1 1.6 2.4 2.9 4.3 4.7 7.2 7.3 11.2 10.6 16.6 0.5 0.6 1.1 1.5 2.2 3.1 3.9 5.8 6.3 9.6 9.7 15.0 14.2 22.1 0.9 1.2 2.2 3.0 4.3 6.3 7.7 11.6 12.6 ---- 19.4 ---- ---- ---- 1.4 1.8 3.2 4.5 6.5 ---- 11.6 ---- 19.0 ---- ---- ---- ---- ---- Load (N/m) 250 500 750 1000 1500 2000 4000 6000 U Millimeters deflection for Uniform Load C Millimeters deflection for Concentrated Load LOAD Total Newtons uniformly loaded load across width of one deckboard or Total Newtons Concentrated Center Deflection (N/m) Part: 304.8mm Interlocking Deckboard Part Number: F-P-ID(305) 304.8mm Interlocking Deckboard 3.0mm 53.9mm 95.3mm 88.9mm 95.3mm 46.7mm 304.8mm
  • 80. 80 | TREADWELL treadwellgroup.com.au 609.6 X 28.6mm Interlocking Deckboard Aw Wt. 5.66 kg/m 183142mm4 8357mm3I S Span (m) 0.5 ---- 0.75 ---- 1 ----- 1.25 ---- 1.5 ---- 1.75 ---- 2 ---- U C U C U C U C U C U C U C 0.1 0.2 0.3 0.5 0.8 1.2 1.5 2.3 2.5 3.9 3.9 6.2 5.8 9.3 0.2 0.3 0.7 1 1.5 2.4 2.9 4.6 5 7.9 7.8 12.5 11.7 18.5 0.3 0.5 1 1.6 2.3 3.6 4.4 6.9 7.5 11.8 11.8 18.7 17.5 27.8 0.5 0.7 1.4 2.1 3.1 4.8 5.8 9.2 10 15.8 15.7 ---- 23.3 ---- 0.7 1 2 3.1 4.6 7.2 8.8 13.8 14.9 ---- 23.5 ---- ---- ---- 0.9 1.3 2.7 4.2 6.1 9.6 11.7 ---- 19.9 ---- ---- ---- ---- ---- 1.8 2.7 5.4 8.3 12.2 ---- ---- ---- ---- ---- ---- ---- ----- ---- 2.3 3.4 6.8 10.4 ---- ---- ---- ---- ---- ---- ---- ----- ---- ---- Load (N/m) 250 500 750 1000 1500 2000 4000 5000 U Millimeters deflection for Uniform Load C Millimeters deflection for Concentrated Load LOAD Total Newtons uniformly loaded across length of span and width of one deckboard or Total Newtons Concentrated Center load across width of one deckboard. Deflection (N/m) Part: 609.6 x 28.6mm Interlocking Deckboard Part Number: F-P-ID(610/29) 609.6mm 4.5mm 3.2mm 28.6mm 5mm 70mm 85.3mm 85.3mm 74mm
  • 81. TM ArchitEX™ | 81 609.6 X 38.1mm Interlocking Deckboard Aw Wt. 7.02 kg/m 428718mm4 14421mm3I S Span (m) 0.5 ---- 0.75 ---- 1 ---- 1.25 ---- 1.5 ---- 1.75 ---- 2 ---- U C U C U C U C U C U C U C 0.1 0.1 0.2 0.2 0.3 0.5 0.6 1.0 1.1 1.7 1.7 2.7 2.5 4 0.1 0.2 0.3 0.5 0.7 1.1 1.3 2.0 2.2 3.4 3.4 5.4 5.0 8.0 0.2 0.2 0.5 0.7 1.0 1.6 1.9 3.0 3.3 5.1 5.1 8.1 7.6 12.0 0.2 0.3 0.6 0.9 1.4 2.1 2.6 4.0 4.3 6.8 6.8 10.7 10.1 15.9 0.3 0.5 0.9 1.4 2.0 3.2 3.9 6.0 6.5 10.2 10.2 16.1 15.1 23.9 0.4 0.6 1.2 1.9 2.7 4.2 5.1 8.0 8.7 13.6 13.6 21.5 ---- ---- 0.9 1.3 2.5 3.7 5.5 8.4 10.3 ---- 17.4 ---- ---- ---- ---- ---- 1.1 1.6 3.1 4.7 6.8 ---- 12.8 ---- ---- ---- ---- ---- ---- ---- 250 500 750 1000 1500 2000 4000 5000 U Millimeters deflection for Uniform Load C Millimeters deflection for Concentrated Load LOAD Total Newtons uniformly loaded across length of span and width of one deckboard or Total Newtons Concentrated Center load across width of one deckboard. 610.0mm 3.2mm 38.1mm 5mm 70mm 85.3mm 85.3mm 74mm 4.4mm Deflection (N/m) Part: 609.6 x 38.1mm Interlocking Deckboard Part Number: F-P-ID(610/38) Load (N/m) ----
  • 82. 82 | TREADWELL treadwellgroup.com.au
  • 83. TM ArchitEX™ | 83 SPAN Lengthwise direction of the Flat Sheet For span in the crosswise direction of the Flat Sheet multiply load by 0.70 Maximum loads shown are for deflections of the lesser of t/2 or L/100 Span (m) U C Load U C Load U C 200 0.55 1.78 100 1.40 3.01 50 2.21 3.57 300 0.83 2.68 125 1.75 3.76 75 3.31 ---- 400 1.1 3.57 200 2.8 ---- ---- ---- ---- 500 1.38 ---- 250 3.49 ---- ---- ---- ---- 750 2.07 ---- ---- ---- ---- ---- ---- ---- 1000 2.76 ---- ---- ---- ---- ---- ---- ---- 1200 3.31 ---- ---- ---- ---- ---- ---- ---- Deflection (N/m) LOAD N/m.2 for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load C mm. Deflection for Concentrated Load Part: 6.4mm Flat Sheet Part Number: F-P(6.4) 6.4mm Flat Sheet 0.5 0.75 1 Load (N/m)
  • 84. 84 | TREADWELL treadwellgroup.com.au 9.5mm Flat Sheet SPAN Lengthwise direction of the Flat Sheet For span in the crosswise direction of the Flat Sheet multiply load by 0.70 Maximum loads shown are for deflections of the lesser of t/2 or L/100 Span (m) U C Load U C Load U C Load U C Load U C 500 0.03 0.17 200 0.16 0.53 100 0.41 0.89 100 1.31 2.11 50 1.60 2.07 1000 0.05 0.33 500 0.41 1.32 200 0.83 1.78 200 2.62 4.23 100 3.20 4.13 2000 0.10 0.66 1000 0.82 2.64 400 1.66 3.57 225 2.95 4.76 120 3.84 4.96 4000 0.2 1.32 1500 1.23 3.97 550 2.28 4.91 300 3.93 ---- 150 4.79 ---- 6000 0.31 1.98 1800 1.47 4.76 600 2.49 ---- 360 4.71 ---- ---- ---- ---- 9500 0.49 3.14 3000 2.45 ---- 800 3.31 ---- ---- ---- ---- ---- ---- ---- 15000 0.77 ---- 4000 3.27 ---- 1000 4.14 ---- ---- ---- ---- ---- ---- ---- 20000 1.02 ---- 5000 4.09 ---- 1200 4.97 ---- ---- ---- ---- ---- ---- ---- 30000 1.53 ---- 6000 4.91 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 40000 2.05 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 60000 3.07 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Deflection (N/m) LOAD N/m.2 for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load C mm. Deflection for Concentrated Load Part: 9.5mm Flat Sheet Part Number: F-P(9.5) 0.5 0.75 1 0.75 1 Load (N/m)
  • 85. TM ArchitEX™ | 85 12.7mm Flat Sheet SPAN Lengthwise direction of the Flat Sheet For span in the crosswise direction of the Flat Sheet multiply load by 0.70 Maximum loads shown are for deflections of the lesser of t/2 or L/100 Span (m) 0.25 0.5 0.75 1 1.25 U C Load U C Load U C Load U C Load U C 5000 0.02 0.14 1000 0.35 1.12 500 0.87 1.88 200 1.10 1.78 50 0.67 0.87 10000 0.11 0.70 2000 0.69 2.23 1000 1.75 3.76 300 1.66 2.68 100 1.35 1.74 20000 0.22 1.39 4000 1.38 4.46 1500 2.62 5.65 500 2.76 4.46 200 2.70 3.48 30000 0.43 2.79 4500 1.55 5.02 1700 2.97 6.40 715 3.95 6.38 300 4.04 5.23 40000 0.86 ---- 6000 2.07 ---- 2000 3.49 ---- 800 4.42 ---- 370 4.99 6.45 50000 1.08 ---- 7000 2.42 ---- 2500 4.37 ---- 900 4.97 ---- 400 5.39 ---- 60000 1.29 ---- 8000 2.76 ---- 3000 5.24 ---- 1000 5.52 ---- 475 6.40 ---- 70000 1.51 ---- 9000 3.11 ---- 3500 6.12 ---- 1100 6.07 ---- ---- ---- ---- 80000 1.73 ---- 10000 3.45 ---- 3650 6.38 ---- 1150 6.35 ---- ---- ---- ---- 90000 1.94 ---- 12000 4.14 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 100000 1.94 ---- 15000 5.18 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Deflection (N/m) LOAD N/m.2 for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load C mm. Deflection for Concentrated Load Part: 12.7mm Flat Sheet Part Number: F-P(12.7) Load (N/m)
  • 86. 86 | TREADWELL treadwellgroup.com.au 15.9mm Flat Sheet SPAN Lengthwise direction of the Flat Sheet For span in the crosswise direction of the Flat Sheet multiply load by 0.70 Maximum loads shown are for deflections of the lesser of t/2 or L/100 Span (m) U C Load U C Load U C Load U C Load U C Load U C Load U C 5000 0.06 0.36 1000 0.18 0.57 1000 0.89 1.93 500 1.41 2.28 200 1.38 1.78 200 2.86 3.08 200 5.30 4.90 10000 0.11 0.71 2000 0.35 1.14 2000 1.79 3.85 600 1.70 2.74 400 2.76 3.57 300 4.29 4.62 300 7.96 7.34 15000 0.17 1.07 4000 0.71 2.28 3000 2.68 5.78 800 2.26 3.65 600 4.14 5.35 400 5.73 6.17 310 ---- 7.59 20000 0.22 1.43 6000 1.06 3.43 3900 3.49 7.52 1000 2.83 4.57 800 5.52 7.14 500 7.16 7.71 ---- ---- ---- 30000 0.33 2.14 8800 1.56 5.02 5000 4.47 ---- 1500 4.24 6.85 850 5.87 7.58 530 7.59 ---- ---- ---- ---- 35000 0.39 2.50 10000 1.77 ---- 6000 5.37 ---- 1650 4.67 7.54 1000 6.9 ---- ---- ---- ---- ---- ---- ---- 40000 0.44 ---- 15000 2.65 ---- 7000 6.26 ---- 2000 5.66 ---- 1100 7.59 ---- ---- ---- ---- ---- ---- ---- 50000 0.55 ---- 20000 3.53 ---- 8400 7.52 ---- 2500 7.07 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 100000 1.10 ---- 25000 4.42 ---- ---- ---- ---- 2700 7.63 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 200000 2.21 ---- 28000 4.95 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 230000 2.54 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Deflection (N/m) LOAD N/m.2 for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load C mm. Deflection for Concentrated Load Part: 15.9mm Flat Sheet Part Number: F-FP(15.9) 0.25 0.5 0.75 1 1.25 1.5 1.75 Load (N/m)
  • 87. TM ArchitEX™ | 87 19.0mm Flat Sheet SPAN Lengthwise direction of the Flat Sheet For span in the crosswise direction of the Flat Sheet multiply load by 0.70 Maximum loads shown are for deflections of the lesser of t/2 or L/100 Span (m) Deflection (N/m) LOAD N/m.2 for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load C mm. Deflection for Concentrated Load Part: 19.0mm Flat Sheet Part Number: F-FP(19) U C Load U C Load U C Load U C Load U C Load U C 5000 0.03 0.21 1000 0.1 0.33 1000 0.52 1.12 1000 1.64 2.64 1000 3.99 5.16 400 3.31 3.57 10000 0.06 0.41 2000 0.2 0.66 2000 1.04 2.23 2000 3.27 5.29 1200 4.79 6.20 600 4.97 5.35 20000 0.13 0.83 5000 0.51 1.65 3000 1.55 3.35 2500 4.09 6.61 1500 5.99 7.74 700 5.80 6.24 30000 0.19 1.24 8000 0.82 2.64 4000 2.07 4.46 3000 4.91 7.93 1850 7.39 9.55 800 6.63 7.14 40000 0.26 1.65 10000 1.02 3.30 5000 2.59 5.58 3600 5.89 9.52 2000 7.99 ---- 900 7.46 8.03 50000 0.32 2.07 12000 1.23 3.97 6000 3.11 6.69 4000 6.55 ---- 2200 8.79 ---- 1000 8.28 8.92 61000 0.39 2.52 15000 1.53 4.96 6800 3.52 7.58 4500 7.36 ---- 2300 9.19 ---- 1150 9.53 10.26 100000 0.64 ---- 20000 2.05 6.61 8000 4.14 ---- 5000 8.18 ---- 2400 9.59 ---- ---- ---- ---- 150000 0.96 ---- 25000 2.56 8.26 10000 5.18 ---- 5500 9 ---- ---- ---- ---- ---- ---- ---- 200000 1.28 ---- 30000 3.07 9.91 12000 6.21 ---- 5900 9.65 ---- ---- ---- ---- ---- ---- ---- 0.25 0.5 0.75 1 1.25 1.5 Load (N/m)
  • 88. 88 | TREADWELL treadwellgroup.com.au 25.4mm Flat Sheet SPAN Lengthwise direction of the Flat Sheet For span in the crosswise direction of the Flat Sheet multiply load by 0.70 Maximum loads shown are for deflections of the lesser of t/2 or L/100 Span (m) U C Load U C Load U C Load U C Load U C Load U C Load U C 100 0.22 0.70 1000 0.22 0.47 1000 0.69 1.12 1000 1.69 2.18 1000 3.49 3.76 1000 6.47 5.98 1000 11.05 8.92 200 0.43 1.39 5000 1.09 2.35 2000 1.38 2.23 2000 3.37 4.36 2000 6.99 7.53 1500 9.71 8.96 1150 12.70 10.26 500 0.65 2.09 7500 1.64 3.53 5000 3.45 5.58 3000 5.06 6.53 3000 10.48 11.29 2000 12.95 11.95 1450 16.02 12.94 800 0.86 2.79 10000 2.18 4.70 7500 5.18 8.36 4000 6.74 8.71 3400 11.88 12.80 2100 ---- 12.55 ---- ---- ---- 1000 1.08 3.48 15000 3.28 7.06 9000 6.21 10.04 5000 8.43 10.89 3600 12.58 ---- ---- ---- ---- ---- ---- ---- 2000 1.29 4.18 16000 3.49 7.53 10000 6.90 ---- 6000 10.11 13.07 ---- ---- ---- ---- ---- ---- ---- ---- ---- 3000 1.55 5.02 20000 4.37 ---- 12000 8.28 ---- 7000 11.80 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 4000 2.16 ---- 25000 5.46 ---- 14000 9.66 ---- 7500 12.64 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 5000 3.24 ---- 30000 6.55 ---- 14500 10.01 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 6640 4.31 ---- 34500 7.54 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 8000 5.00 --- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- Deflection (N/m) LOAD N/m.2 for Uniform Load or N/m. of Width for Concentrated Center Load. U mm. Deflection for Uniform Load C mm. Deflection for Concentrated Load Part: 25.4mm Flat Sheet Part Number: F-FP(25.4) 0.5 0.75 1 1.25 1.5 1.75 2 Load (N/m)
  • 90. 90 | TREADWELL treadwellgroup.com.au K r E/π2 2 ≤ v A b t r l K Fa Pa area (mm.2 ) width of flange/leg/wall ( mm.) thickness of flange ( mm.) minimum radius gyration ( mm.) length (m.) effective column length factor allowable column concentric axial stress (MPa) allowable column centric axial load (N.) Notation b/t = 6 b/t = 8 b/t = 10.7 b/t = 12 b/t = 16 b/t 12 b/t = 13.3 b/t = 16 b/t = 20 b/t = 21.3 b/t = 24 b/t = 26.7 b/t ≤ 16 68.9MPa 41.3MPa 33.5MPa 24.1MPa 19.5MPa 12.6MPa 68.9MPa 68.9MPa 50.5MPa 32.3MPa 28.4MPa 22.4MPa 18.1MPa Maximum allowable stress WF- & I-Beam Angle Square Hollow Section (6.35mm wall) Maximum allowable stress Maximum allowable stress Columns Columns Full section column testing was conducted on Treadwell Group’s Equal Leg Angles, I-Beams, WF-Beams, and Square Hollow Section. Ultimate stress vs. slenderness ratio curves were developed from the testing. The curves developed are based on the Euler Buckling Stress Equation and a straight line transition from Euler Buckling to ultimate stress The allowable concentric axial load tables were generated from these curves. The tables are based on a safety factor of three. ≤
  • 92. 92 | TREADWELL treadwellgroup.com.au
  • 93. TM ArchitEX™ | 93 Columns – Allowable Concentric Axial Stresses and Loads A r 593.5mm2 9.65mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 24207 19550 14892 10234 7077 5199 3981 3145 2548 2105 1769 14368 11604 8839 6075 4200 3086 2363 1867 1512 1250 1050 Effective Length (m) Fa (kPa) Pa (N) A r 916.1mm2 14.99mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 16852 15511 14171 12830 11490 10149 8809 7468 6141 5075 4265 3634 3133 2729 2399 2125 1895 1701 15438 14210 12982 11754 10526 9298 8070 6842 5626 4650 3907 3329 2871 2501 2198 1947 1736 1559 Effective Length (m) Fa (kPa) Pa (N) 50.8mm 6.4mm 76.2mm 6.4mm Part: 50.8 x 50.8 x 6.4mm Angle Part Number: F-P-ELA(51/51/6.4) Part: 76.2 x 76.2 x 6.4mm Angle Part Number: F-P-ELA(76/76/6.4)
  • 94. 94 | TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 1348.4mm2 14.99mm 76.2 x 76.2 x 9.5mm Angle 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 27523 24523 21523 18523 15523 12524 9596 7582 6141 5075 4265 3634 3133 2729 2399 2125 1895 1701 37111 33066 29021 24976 20932 16887 12939 10223 8281 6844 5751 4900 4225 3680 3235 2865 2556 2294 Effective Length (m) Fa (kPa) Pa (N) A r 1741.9mm2 14.99mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 33326 29304 25283 21262 17059 12533 9596 7582 6141 5075 4265 3634 3133 2729 2399 2125 1895 1701 58051 51046 44041 37036 29716 21832 16715 13207 10698 8841 7429 6330 5458 4755 4179 3702 3302 2963 Effective Length (m) Fa (kPa) Pa (N) 76.2mm 9.5mm 76.2mm 12.7mm Part: 76.2 x 76.2 x 9.5mm Angle Part Number: F-P-ELA(76/76/9.5) Part: 76.2 x 76.2 x 12.7mm Angle Part Number: F-P-ELA(76/76/12.7)
  • 95. TM ArchitEX™ | 95 Columns – Allowable Concentric Axial Stresses and Loads A r 1225.8mm2 20.32mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 11610 11095 10581 10067 9553 9039 8524 8010 7496 6982 6467 5953 5439 4925 4411 3907 3485 3128 2823 14381 13744 13107 12470 11833 11196 10559 9922 9285 8648 8011 7374 6737 6100 5463 4840 4317 3874 3497 Effective Length (m) Fa (kPa) Pa (N) 101.6mm 6.4mm Part: 101.6 x 101.6 x 6.4mm Angle Part Number: F-P-ELA(102/102/6.4)
  • 96. 96 | TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 1832.3mm2 20.07mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 21388 20013 18637 17262 15887 14511 13136 11761 10385 9010 7646 6515 5618 4894 4301 3810 3398 3050 2753 2497 2275 2081 1912 1762 39188 36668 34148 31628 29108 26588 24068 21549 19029 16509 14010 11937 10293 8966 7881 6981 6227 5588 5044 4575 4168 3814 3502 3228 Effective Length (m) Fa (kPa) Pa (N) 101.6mm 9.5mm Part: 101.6 x 101.6 x 9.5mm Angle Part Number: F-P-ELA(102/102/9.5)
  • 97. TM ArchitEX™ | 97 Columns – Allowable Concentric Axial Stresses and Loads A r 2387.1mm2 19.81mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 28984 26715 24446 22177 19908 17639 15370 13101 10831 8871 7454 6351 5476 4770 4193 3714 3313 2973 2683 2434 2218 2029 1863 69188 63771 58355 52938 47522 42105 36689 31272 25856 21175 17793 15161 13072 11388 10009 8866 7908 7098 6406 5810 5294 4843 4448 Effective Length (m) Fa (kPa) Pa (N) 101.6mm 12.7mm Part: 101.6 x 101.6 x 12.7mm Angle Part Number: F-P-ELA(102/102/12.7)
  • 98. 98 | TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads v A r 2794mm2 28.96mm 152.4 x 152.4 x 9.4mm Angle 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 11916 11556 11195 10834 10473 10112 9751 9390 9030 8669 8308 7947 7586 7225 6864 6504 6143 5782 5421 5060 4699 4334 3981 3668 3392 3145 2924 2726 2548 2386 2239 2105 1983 1872 1769 1675 1588 33289 32281 31273 30265 29257 28249 27241 26232 25224 24216 23208 22200 21192 20184 19176 18168 17160 16152 15144 14136 13128 12108 11120 10248 9475 8786 8170 7616 7117 6665 6255 5882 5541 5229 4942 4679 4436 Effective Length (m) Fa (kPa) Pa (N) 152.4mm 9.4mm
  • 99. TM ArchitEX™ | 99 Columns – Allowable Concentric Axial Stresses and Loads v A r 3677.4mm2 30.2mm 152.4 x 152.4 x 12.7mm Angle 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 18204 17539 16874 16210 15545 14881 14216 13551 12887 12222 11557 10893 10228 9564 8899 8234 7570 6905 6246 5665 5162 4723 4337 3997 3696 3427 3187 2971 2776 2600 2440 2294 2161 2039 1928 1825 1730 66942 64498 62054 59610 57166 54722 52278 49834 47390 44945 42501 40057 37613 35169 32725 30281 27837 25393 22968 20833 18982 17367 15950 14700 13591 12603 11719 10924 10208 9560 8972 8437 7948 7500 7089 6711 6362 Effective Length (m) Fa (kPa) Pa (N) 152.4mm 12.7mm
  • 101. TM ArchitEX™ |101 Columns – Allowable Concentric Axial Stresses and Loads v A r 890mm2 8mm 76.2 x 38.1 x 6.4mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 36164 20073 11291 7226 5018 3687 2823 2230 1807 1493 1255 1069 922 803 706 625 558 500 452 410 373 342 314 289 267 248 230 215 201 188 176 166 156 147 139 132 125 119 113 32198 17871 10053 6434 4468 3283 2513 1986 1608 1329 1117 952 821 715 628 557 496 446 402 365 332 304 279 257 238 221 205 191 179 167 157 148 139 131 124 117 111 106 101 Effective Length (m) Fa (kPa) Pa (N) 76.2mm 6.4mm
  • 102. 102| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 1213mm2 11mm 101.6 x 50.8 x 6.4mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 44551 32352 20388 13408 9061 6657 5097 4027 3262 2696 2265 1930 1664 1450 1274 1129 1007 904 816 740 674 617 566 522 483 447 416 388 362 339 319 300 282 266 252 238 226 214 204 54036 39240 24728 15823 10990 8075 6182 4885 3957 3270 2748 2341 2019 1758 1546 1369 1221 1096 989 897 817 748 687 633 585 543 505 470 440 412 386 363 342 323 305 289 274 260 247 Effective Length (m) Fa (kPa) Pa (N) 101.6mm 6.4mm
  • 103. TM ArchitEX™ |103 Columns – Allowable Concentric Axial Stresses and Loads A r 1858mm2 16mm 152.4 x 76.2 x 6.4mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 44551 32352 20388 13048 9061 6657 5097 4027 3262 2696 2265 1930 1664 1450 1274 1129 1007 904 816 740 674 617 566 522 483 447 416 388 362 339 319 300 282 266 252 238 226 214 204 54036 39240 24728 15823 10990 8075 6182 4885 3957 3270 2748 2341 2019 1758 1546 1369 1221 1096 989 897 817 748 687 633 585 543 505 470 440 412 386 363 342 323 305 289 274 260 247 Effective Length (m) Fa (kPa) Pa (N) 152.4mm 6.4mm
  • 104. 104| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 2729mm2 16mm 152.4 x 76.2 x 9.5mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 52556 44360 36164 27969 20073 14748 11291 8921 7226 5972 5018 4276 3687 3212 2823 2500 2230 2002 1807 1639 1493 1366 1255 1156 1069 991 922 859 803 752 706 664 625 590 558 528 500 475 452 143427 121060 98694 76327 54780 40246 30814 24347 19721 16298 13695 11669 10062 8765 7703 6824 6087 5463 4930 4472 4075 3728 3424 3155 2917 2705 2515 2345 2191 2052 1926 1811 1706 1610 1522 1441 1366 1297 1233 Effective Length (m) Fa (kPa) Pa (N) 152.4mm 9.5mm
  • 105. TM ArchitEX™ |105 Columns – Allowable Concentric Axial Stresses and Loads A r 3697mm2 21mm 203.2 x 101.6 x 9.5mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 56459 50214 43970 37726 31481 25237 19451 15368 12448 10288 8645 7366 6351 5533 4863 4307 3842 3448 3112 2823 2572 2353 2161 1992 1841 1708 1588 1480 1383 1295 1216 1143 1077 1016 961 909 862 818 778 208715 185631 162547 139462 116378 93294 71904 56813 46019 38032 31958 27230 23479 20453 17976 15923 14203 12748 11505 10435 9508 8699 7989 7363 6808 6313 5870 5472 5113 4789 4494 4226 3981 3757 3551 3361 3187 3026 2876 Effective Length (m) Fa (kPa) Pa (N) 203.2mm 9.5mm
  • 106. 106| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 4845mm2 22mm 203.2 x 101.6 x 12.7mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 56606 50435 44264 38093 31922 25751 19916 15736 12747 10534 8852 7542 6503 5665 4979 4411 3934 3531 3187 2890 2634 2410 2213 2039 1886 1748 1626 1516 1416 1326 1245 1170 1103 1041 984 931 883 838 797 274263 244364 214465 184566 154666 124767 96498 76246 61759 51040 42888 36544 31510 27448 24125 21370 19061 17108 15440 14004 12760 11675 10722 9881 9136 8472 7877 7344 6862 6427 6031 5671 5342 5042 4765 4511 4277 4060 3860 Effective Length (m) Fa (kPa) Pa (N) 203.2mm 12.7mm
  • 107. TM ArchitEX™ |107 Columns – Allowable Concentric Axial Stresses and Loads A r 4658mm2 26mm 254 x 127 x 9.5mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 58860 53817 48773 43730 38686 33643 28599 23556 19082 15770 13251 11291 9736 8481 7454 6603 5889 5286 4770 4327 3943 3607 3313 3053 2823 2618 2434 2269 2120 1986 1863 1752 1651 1558 1472 1394 1321 1255 1193 274175 250682 227189 203696 180202 156709 133216 109723 88885 73458 61725 52594 45349 39504 34721 30756 27434 24622 22221 20155 18365 16802 15431 14222 13149 12193 11337 10569 9876 9249 8680 8162 7689 7256 6858 6493 6155 5844 5555 Effective Length (m) Fa (kPa) Pa (N) 254mm 9.5mm
  • 108. 108| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 6135mm2 26mm 254 x 127 x 12.7mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 58860 53817 48773 43730 38686 33643 28599 23556 19082 15770 13251 11291 9736 8481 7454 6603 5889 5286 4770 4327 3943 3607 3313 3053 2823 2618 2434 2269 2120 1986 1863 1752 1651 1558 1472 1394 1321 1255 1193 361137 330192 299247 268303 237358 206413 175469 144524 117076 96757 81303 69276 59733 52034 45733 40511 36135 32431 29269 26548 24189 22132 20326 18732 17319 16060 14933 13921 13008 12183 11433 10751 10128 9557 9034 8552 8108 7697 7317 Effective Length (m) Fa (kPa) Pa (N) 254mm 12.7mm
  • 109. ArchitEX™ |109 TM Columns – Allowable Concentric Axial Stresses and Loads A r 7426mm2 32mm 304.8 x 152.4 x 12.7mm I-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 60622 56459 52296 48133 43970 39807 35644 31481 27318 23148 19451 16573 14290 12448 10941 9692 8645 7759 7002 6351 5787 5295 4863 4481 4143 3842 3573 3330 3112 2915 2735 2572 2423 2286 2161 2046 1940 1841 1751 450164 419251 388338 357425 326512 295598 264685 233772 202859 171891 144436 123070 106116 92439 81245 71968 64194 57614 51997 47163 42973 39317 36109 33278 30767 28531 26529 24731 23110 21643 20311 19099 17992 16979 16048 15193 14404 13674 12999 Effective Length (m) Fa (kPa) Pa (N) 304.8mm 12.7mm
  • 111. ArchitEX™ | 111 Columns – Allowable Concentric Axial Stresses and Loads TM Columns – Allowable Concentric Axial Stresses and Loads A r 1374.19mm2 18.54mm 76.2 x 76.2 x 6.4mm WF-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 54577 47392 40206 33021 25835 19187 14690 11607 9402 7770 6529 5563 4797 4178 3672 3253 2902 2604 2350 2132 1942 1777 1632 74999 65125 55251 45377 35503 26366 20187 15950 12920 10677 8972 7645 6592 5742 5047 4470 3988 3579 3230 2930 2669 2442 2243 Effective Length (m) Fa (kPa) Pa (N) 76.2mm 6.4mm
  • 112. 112| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 1864.51mm2 24.38mm 101.6 x 101.6 x 6.4mm WF-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 43630 40217 36804 33390 29977 26564 23151 19738 16325 13437 11291 9621 8295 7226 6351 5626 5018 4504 4065 3687 3359 3074 2823 2601 2405 2230 2074 1933 1807 1692 1588 81348 74984 68621 62257 55893 49529 43166 36802 30438 25054 21052 17938 15467 13473 11842 10490 9357 8398 7579 6874 6264 5731 5263 4850 4485 4158 3867 3605 3368 3155 2960 Effective Length (m) Fa (kPa) Pa (N) 101.6mm 6.4mm
  • 113. TM ArchitEX™ |113 Columns – Allowable Concentric Axial Stresses and Loads A r 2832.25mm2 36.32mm 152.4 x 152.4 x 6.4mm WF-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 21067 20387 19706 19025 18345 17664 16983 16303 15622 14941 14261 13580 12899 12219 11538 10857 10177 9496 8815 8135 7454 6820 6263 5772 5337 4949 4602 4290 4009 3754 3523 3313 3121 2945 2784 2635 2498 2372 2255 59668 57740 55812 53884 51957 50029 48101 46173 44245 42317 40390 38462 36534 34606 32678 30750 28823 26895 24967 23039 21111 19315 17739 16349 15115 14016 13033 12150 11353 10633 9978 9383 8839 8341 7884 7464 7076 6718 6386 Effective Length (m) Fa (kPa) Pa (N) 152.4mm 6.4mm
  • 114. 114| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 4180.64mm2 36.58mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 45905 43630 41354 39079 36804 34528 32253 29977 27702 25427 23151 20876 18600 16325 14290 12658 11291 10134 9146 8295 7558 6916 6351 5853 5412 5018 4666 4350 4065 3807 3573 3359 3165 2986 2823 2672 2533 2405 2286 152.4 x 152.4 x 9.5mm WF-Beam 191912 182400 172887 163375 153862 144350 134837 125324 115812 106299 96787 87274 77762 68249 59742 52921 47204 42366 38235 34680 31599 28911 26552 24470 22624 20979 19508 18186 16993 15915 14936 14044 13230 12485 11801 11172 10591 10055 9559 Effective Length (m) Fa (kPa) Pa (N) 152.4mm 9.5mm
  • 115. TM ArchitEX™ |115 Columns – Allowable Concentric Axial Stresses and Loads A r 5632.25mm2 48.77mm 203.2 x 203.2 x 9.5mm WF-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 26943 26222 25501 24780 24059 23338 22616 21895 21174 20453 19732 19011 18289 17568 16847 16126 15405 14684 13962 13241 12520 11799 11078 10356 9621 8921 8295 7733 7226 6768 6351 5972 5626 5309 5018 4751 4504 4276 4065 151752 147690 143628 139566 135505 131443 127381 123319 119257 115196 111134 107072 103010 98948 94887 90825 86763 82701 78639 74578 70516 66454 62392 58330 54187 50247 46722 43556 40700 38117 35772 33637 31687 29902 28264 26757 25367 24083 22894 Effective Length (m) Fa (kPa) Pa (N) 203.2mm 9.5mm
  • 116. 116| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 7425.79mm2 49.02mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 47060 45363 43665 41967 40270 38572 36874 35177 33479 31781 30083 28386 26688 24990 23293 21595 19897 18200 16502 14902 13578 12423 11409 10515 9721 9015 8382 7814 7302 6838 6418 6035 5685 5365 5071 4800 4551 4321 4107 203.2 x 203.2 x 12.7mm WF-Beam 349461 336854 324248 311641 299034 286427 273821 261214 248607 236000 223394 210787 198180 185573 172967 160360 147753 135146 122540 110656 100825 92248 84721 78079 72188 66940 62244 58025 54221 50780 47655 44811 42214 39836 37654 35646 33794 32084 30499 Effective Length (m) Fa (kPa) Pa (N) 203.2mm 12.7mm
  • 117. TM ArchitEX™ | 117 Columns – Allowable Concentric Axial Stresses and Loads A r 7135.47mm2 60.45mm 254.0 x 254.0 x 9.5mm WF-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 17572 17274 16976 16678 16380 16082 15785 15487 15189 14891 14593 14295 13997 13699 13401 13103 12806 12508 12210 11912 11614 11316 11018 10720 10422 10125 9827 9529 9231 8933 8635 8337 8039 7741 7444 7146 6848 6550 6246 125384 123258 121133 119007 116881 114756 112630 110504 108379 106253 104128 102002 99876 97751 95625 93500 91374 89248 87123 84997 82871 80746 78620 76495 74369 72243 70118 67992 65867 63741 61615 59490 57364 55239 53113 50987 48862 46736 44567 Effective Length (m) Fa (kPa) Pa (N) 254.0mm 9.5mm
  • 118. 118| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 9361.27mm2 60.96mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 30894 30193 29493 28792 28091 27391 26690 25989 25289 24588 23887 23187 22486 21786 21085 20834 19684 18983 18282 17582 16881 16181 15480 14779 14079 13378 12677 11977 11276 10574 9924 9331 8791 8295 7841 7423 7037 6681 6351 254.0 x 254.0 x 12.7mm WF-Beam 289205 282646 276088 269529 262970 256411 249852 243294 236735 230176 223617 217058 210500 203941 197382 190823 184264 177706 171147 164588 158029 151471 144912 138353 131794 125235 118677 112118 105559 98989 92899 87354 82291 77656 73402 69488 65879 62544 59456 Effective Length (m) Fa (kPa) Pa (N) 254.0mm 12.7mm
  • 119. TM ArchitEX™ |119 Columns – Allowable Concentric Axial Stresses and Loads A r 11296.75mm2 72.90mm 304.8 x 304.8 x 12.7mm WF-Beam 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 21750 21411 21072 20733 20394 20055 19715 19376 19037 18698 18359 18020 17681 17341 17002 16663 16324 15985 15646 15307 14967 14628 14289 13950 13611 13272 12932 12593 12254 11915 11576 11237 10898 10558 10219 9980 9541 9202 8863 245708 241877 238046 234214 230383 226552 222721 218889 215058 211227 207395 203564 199733 195902 192070 188239 184408 180576 176745 172914 169083 165251 161420 157589 153757 149926 146095 142264 138432 134601 130770 126938 123107 119276 115445 111613 107782 103951 100119 Effective Length (m) Fa (kPa) Pa (N) 304.8mm 12.7mm
  • 121. TM ArchitEX™ |121 Columns – Allowable Concentric Axial Stresses and Loads v A r 1122.58mm2 18.54mm 50.8 x 50.8 x 6.4mm Square Hollow Section 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 54577 47395 40206 33021 25835 19187 14690 11607 9402 7770 6529 5563 4797 4178 3672 3253 2902 2604 2350 2132 1942 1777 1632 61267 53201 45135 37068 29002 21539 16491 13030 10554 8722 7329 6245 5385 4691 4123 3652 3257 2924 2639 2393 2181 1995 1832 Effective Length (m) Fa (kPa) Pa (N) 50.8mm 6.4mm
  • 122. 122| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 800.0mm2 13.21mm 38.1 x 38.1 x 6.4mm Square Hollow Section 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 48773 38686 28599 19082 13251 9736 7454 5889 4770 3943 3313 2823 2434 2120 1863 1651 39019 30949 22879 15265 10601 7789 5963 4712 3816 3154 2650 2258 1947 1696 1491 1321 Effective Length (m) Fa (kPa) Pa (N) 38.1mm 6.4mm A r 961.29mm2 15.75mm 44.5 x 44.5 x 6.4mm Square Hollow Section 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 52027 43367 35107 26647 18838 13840 10596 8372 6782 5605 4710 4013 3460 3014 2649 2347 2093 1879 1695 50015 41881 33748 25615 18109 13304 10186 8048 6519 5388 4527 3857 3326 2897 2547 2256 2012 1806 1630 Effective Length (m) Fa (kPa) Pa (N) 44.5mm 6.4mm
  • 123. TM ArchitEX™ |123 Columns – Allowable Concentric Axial Stresses and Loads A r 1445.16mm2 23.37mm 67.2 x 67.2 x 6.4mm Square Hollow Section 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 57545 51843 46142 40440 34739 29038 23332 18435 14932 12341 10370 8836 7619 6637 5833 5167 4609 4136 3733 3386 3085 2823 2592 2389 2209 2048 1905 1776 1659 83161 74922 66682 58443 50203 41964 33718 26642 21580 17834 14986 12769 11010 9591 8430 7467 6660 5978 5395 4893 4459 4079 3746 3453 3192 2960 2753 2566 2398 Effective Length (m) Fa (kPa) Pa (N) 67.2mm 6.4mm
  • 124. 124| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 1767.74mm2 28.70mm 76.2 x 76.2 x 6.4mm Square Hollow Section 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 59964 55022 50380 45738 41096 36455 31813 27171 22527 18618 15644 13330 11494 10012 8800 7795 6953 6240 5632 5108 4654 4258 3911 3604 3332 3090 2873 2679 2503 2344 2200 2069 1949 1839 1738 1646 105470 97264 89059 80853 72648 64442 56236 48031 39823 32911 27655 23564 20318 17699 15556 13779 12291 11031 9956 9030 8228 7528 6914 6372 5891 5463 5079 4735 4425 4144 3889 3657 3445 3251 3073 2909 Effective Length (m) Fa (kPa) Pa (N) 76.2mm 6.4mm
  • 125. TM ArchitEX™ |125 Columns – Allowable Concentric Axial Stresses and Loads A r 1767.74mm2 28.70mm 88.9 x 88.9 x 6.4mm Square Hollow Section 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 61000 57026 53053 49079 45105 41132 37158 33184 29210 25237 21347 18189 15684 13662 12008 10637 9488 8515 7685 6971 6351 5811 5337 4918 4547 4217 3921 3655 3416 3199 3002 2823 2659 2509 2372 2245 2129 2021 1921 127510 119203 110897 102591 94284 85978 77672 69365 61059 52753 44622 38021 32784 28558 25100 22234 19832 17800 16064 14571 13276 12147 11156 10281 9505 8814 8196 7640 7140 6686 6275 5900 5558 5245 4958 4694 4450 4225 4016 Effective Length (m) Fa (kPa) Pa (N) 88.9mm 6.4mm
  • 126. 126| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 2412.90mm2 38.86mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 62091 58663 55234 51806 48378 44949 41521 38093 34665 31236 27808 24380 21071 18355 16132 14290 12747 11440 10325 9365 8533 7807 7170 6608 6109 5665 5268 4911 4589 4297 4033 3792 3573 3371 3187 3017 2860 2715 2581 149819 141547 133275 125003 116731 108458 100186 91914 83642 75370 67098 58826 50842 44289 38926 34481 30756 27604 24912 22596 20589 18837 17300 15944 14741 13669 12710 11849 11072 10369 9731 9151 8620 8135 7689 7279 6901 6552 6228 Effective Length (m) Fa (kPa) Pa (N) 101.6 x 101.6 x 6.4mm Square Hollow Section 101.6mm 6.4mm
  • 127. TM ArchitEX™ |127 Columns – Allowable Concentric Axial Stresses and Loads v 0.30 0.61 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 91014 91014 91014 91014 86198 59860 43979 33671 26604 21550 17810 14965 12751 10995 9578 272605 272605 272605 272605 258181 179292 131725 100852 79685 64545 53343 44823 38192 32931 28687 A r 2995.2mm2 38.351358mm 101.6 x 101.6 x 8mm Square Hollow Section Effective Length (m) Fa (kPa) Pa (N) 101.6mm 8mm
  • 128. 128| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 3503.22mm2 37.59mm 101.6 x 101.6 x 9.5mm Square Hollow Section 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 61589 58315 54771 51227 47683 44139 40595 37050 33506 29962 26418 22866 19716 17175 15095 13372 11927 10705 9661 8763 7985 7305 6709 6183 5717 5301 4929 4595 4294 4021 3774 3549 3343 3155 2982 2823 2676 2541 2415 216707 204291 191875 179459 167043 154628 142212 129796 117830 104964 92548 80105 69070 60168 52882 46843 41783 37501 33844 30698 27971 25591 23503 21660 20026 18570 17268 16097 15042 14087 13220 12431 11711 11051 10446 9889 9375 8901 8461 Effective Length (m) Fa (kPa) Pa (N) 101.6mm 9.5mm
  • 129. TM ArchitEX™ |129 Columns – Allowable Concentric Axial Stresses and Loads v 0.30 0.61 0.91 1.22 1.52 1.83 2.13 2.44 2.74 3.05 3.35 3.66 3.96 4.27 4.57 91014 227535 227535 227535 215495 149650 109947 84178 66511 53874 44524 37412 31878 27487 23944 346581 866453 866453 866453 820606 569866 418677 320549 253274 205152 169547 142466 121391 104669 91178 A r 3808mm2 48.691204mm 127 x 127 x 8mm Square Hollow Section Effective Length (m) Fa (kPa) Pa (N) 127mm 8mm
  • 130. 130| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 5335.47mm2 58.17mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 51967 50371 48775 47179 45584 43988 42392 40797 39201 37605 36009 34414 32818 31222 29626 28031 26435 24839 23129 20979 19115 17489 16062 14803 13686 12691 11801 11001 10280 9627 9035 8496 8003 7552 7139 6758 6407 6083 5782 277266 26873 260239 251725 243211 234697 226183 217669 209155 200641 192127 183613 175099 166585 158071 149557 141043 132529 123407 111934 101989 93313 85699 78980 73022 67713 62963 58695 54847 51366 48206 45328 42701 40296 38089 36057 34185 32454 30852 152.4 x 153.4 x 9.5mm Square Hollow Section Effective Length (m) Fa (kPa) Pa (N) 152.4mm 9.5mm
  • 132. 132| TREADWELL treadwellgroup.com.au Columns – Allowable Concentric Axial Stresses and Loads A r 3019.3mm2 40.89mm 0.30 0.46 0.61 0.76 0.91 1.07 1.22 1.37 1.52 1.68 1.83 1.98 2.13 2.29 2.44 2.59 2.74 2.90 3.05 3.20 3.35 3.51 3.66 3.81 3.96 4.12 4.27 4.42 4.57 4.72 4.88 5.03 5.18 5.33 5.49 5.64 5.79 5.94 6.10 34263 33000 31736 30473 29209 27946 26682 25419 24155 22892 21628 20365 19101 17838 16574 15311 14047 12668 11433 10370 9448 8645 7939 7317 6765 6273 5833 5438 5081 4759 4466 4199 3956 3733 3529 3340 3167 3007 2858 152.4 x 101.6 x 6.4mm Rectangular Hollow Section 103453 99638 95823 92008 88193 84378 80563 76748 72933 69118 65303 61488 57673 53858 50043 46228 42413 38248 34519 31310 28528 26101 23972 22092 20426 18941 17612 16418 15342 14368 13484 12679 11944 11272 10654 10086 9562 9078 8630 Effective Length (m) Fa (kPa) Pa (N) 152.4mm 6.4mm 101.6mm
  • 133. TM ArchitEX™ |133 SPACE GASS Input Guide With the increasing popularity of SPACE GASS with the engineering and planning community at large, Treadwell is aware that it essential to aid users and make usage of this multi-purpose 3D analysis and design program simpler with our product guide. Instructions are tabulated step by step below on how to use our tables with the program. Instructions Under the Section segment: On the second line: 1. A refers to Cross Sectional Area found in all products under Sectional Properties. 2. J refers to Torsion Constant found in all products under Sectional Properties. 3. Iy refers to moment of inertia about the Y axis found in all products under Sectional Properties. 4. Iz refers to moment of inertia about the X axis found in all products under Sectional Properties. 5. Ay refers to shear area. This can be left as zero. 6. Az refers to shear area. This can be left as zero. 7. Alpha does not need to be altered. 8. Mark refers to section mark. This is not important for design. Under the Material segment: 1. The first box refers to the material number. 2. The second box refers to the material name. 3. E refers to the Modulus of Elasticity found on pages 10 & 12 under Coupon Properties. 4. Poisson’s refers to the Poisson’s Ratio of FRP which is 0.23. 5. Mass Density refers to Density found on pages 10 & 12 under Coupon Properties. 6. Temp. Coefficient refers to the Coefficient of Thermal Expansion, LW, found on pages 10 & 12 under Coupon Properties. 7. F’c refers to the compressive strength of concrete which is 0. SPACE GASS Input Guide
  • 135. TM ArchitEX™ |135 Corrosion Guide Information contained in this guide is based on data collected from several years of actual industrial applications. Recommendations are based on conservative evaluations of the changes which occur in certain properties of replicate laminates after exposures of one year or longer, both in the laboratory and the field. Temperatures are neither the minimum nor the maximum but represent standard test conditions (Room Temperature & 70˚C). The products may be suitable at higher temperatures but individual test data should be required to establish such suitability. Contact Treadwell for any special applications that you may have. The recommendations ( • : resistant: – :not resistant) contained in this specification sheet are made without guarantee or representation as to results. We suggest that you evaluate these recommendations and suggestions in your own laboratory oractual field trial prior to use. Our responsibility for claims arising from breach of warranty, negligence, or otherwise is limited to the purchase price of the material. Acetaldehyde Acetic Acid 0-25% Acetic Acid 25-50% Acetic Anhydride Acetone Acrylonitrile Alcohol, Butyl Alcohol, Ethyl 10% Alcohol, Ethyl 100% Alcohol, Isopropyl 10% Alcohol, Isopropyl 10O% Alcohol, Methyl 10% Alcohol, Methyl 100% Alcohol, Methyl Isobutyl Alcohol, Secondary Butyl Alum Aluminium Chloride Aluminium Hydroxide Aluminium Nitrate Aluminium Potassium Sulfate Ammonia, Aqueous 0-10% Ammonia, Gas Ammonium Bicarbonate Ammonium Bisulfite Ammonium Carbonate Ammonium Citrate Ammonium Fluoride Ammonium Hydroxide 5% Ammonium Hydroxide 10% Ammonium Hydroxide 20% Ammonium Nitrate Ammonium Persulfate Ammonium Phosphate Ammonium Sulfate Arsenious Sulfate O-Benzoyl Benzoic Acid Barium Carbonate Barium Chloride Barium Hydroxide Barium Sulfate Barium Sulfide Beer Benzene 5% Benzene in Kerosene Benzene Sulfonic Acid Benzoic Acid Benzyl Alcohol Benzyl Chloride Brass Plating Solution: – 3% Copper Cyanide – 6% Sodium Cyanide – 1% Zinc Cyanide – 3% Sodium Carbonate Butyl Acetate Butyric Acid 0-50% Butylene Glycol Cadmium Chloride Cadmium Cyanide Plating Soln: – 3% Cadmium Oxide – 6% Sodium Cyanide – 1% Caustic Soda Calcium Bisulfate Calcium Carbonate Calcium Chlorate Calcium Chloride Calcium Hydroxide Calcium Hypochlorite Calcium Nitrate Calcium Sulfate Calcium Sulfite Caprylic Acid Carbon Dioxide Chemical I-Series Room Temp Room Temp70°C 70°C V-Series Chemical I-Series Room Temp Room Temp70°C 70°C V-Series – ∙ ∙ – – – – – – – – – – – – ∙ ∙ ∙ ∙ ∙ ∙ – ∙ – ∙ – ∙ ∙ ∙ – – – – – – – ∙ ∙ ∙ – – – ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ – – ∙ – – ∙ – ∙ ∙ – ∙ – – ∙ ∙ – – – – ∙ – – – – ∙ – – – – – – – – – ∙ – – – – ∙ – ∙ ∙ – – ∙ ∙ ∙ – ∙ ∙ ∙ 49 ∙ ∙ 49 – ∙ ∙ ∙ – – ∙ ∙ ∙ ∙ – ∙ ∙ ∙ 49 49 49 ∙ ∙ ∙ ∙ 49 49 ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ – ∙ ∙ ∙ ∙ – ∙ ∙ ∙ ∙ – ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ – ∙ – – – – – – – – – – – – – ∙ ∙ – ∙ ∙ – – – – – – – – – – ∙ – – ∙ – – – ∙ ∙ – – – ∙ ∙ ∙ ∙ ∙ ∙ – ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ ∙ – ∙ ∙ – – – – 66 – 66 – 66 – 66 66 ∙ ∙ 49 ∙ ∙ 38 38 49 49 49 49 49 49 49 49 49 49 49 ∙ ∙ ∙
  • 136. 136| TREADWELL treadwellgroup.com.au Corrosion Guide Chemical Chemical I-Series I-Series Room Temp Room Temp Room Temp Room Temp 70°C 70°C70°C 70°C V-Series V-Series Carbon Disulfide Carbon Monoxide Carbon Tetrachloride Carbon Acid Castor Oil Carbon Methyl Cellulose Chlorinated Wax Chlorine Doixide/Air Chlorine Dioxide, Wet Gas Chlorine, Dry Gas Chlorine, Wet Gas Chlorine, Liquid Chlorine, Water Chloroacetic Acid 0-50% Chlorobenzene Chloroform Chlorosulfonic Acid Chromic Acid 20% Chromic Acid 30% Chromium Sulfate Citric Acid Coconut Oil Copper Chloride Copper Cyanide Copper Fluoride Copper Nitrate Copper Plating Solution: – Copper Cyanide – 10.5% Copper – 4% Copper Cyanide – 6% Rochelle Salts Copper Brite Plating: – Caustic Cyanide Copper Plating Solution: – 45% Copper Fluorobrate – 19% Copper Sulfate – 8% Sulfuric Acid Copper Matte Dipping Bath: – 30% Ferric Chloride – 19% Hydrochloric Copper Pickling Bath: – 10% Ferric Sulfate – 10% Sulfuric Acid Copper Sulfate Corn Oil Corn Starch-Slurry Corn Sugar Cottonseed Oil Crude Oil, Sour Crude Oil, Sweet Cyclohexane Detergents, Sulfonated Di-Ammonium Phosphate Dibromophenol Dibutyl Ether Dichloro Benzene Dichloroethylene Diesel Fuel Diethylene Glycol Dimenthyl Phthalate Dioctyl Phthalate Diprophylene Gylcol Dodecyl Alcohol Esters, Fatty Acids Ethyl Acetate Ethyl Benzene Ethyl Ether Ethylene Gylcol Ethylene Dichloride Fatty Acids Ferric Chloride Ferric Nitrate Ferric Sulfate Ferrous Chloride Ferrous Nitrate Ferrous Sulfate 8-8-8 Fertiliser Fertiliser: – Urea Ammoium Nitrate Fuel Gas Fluoboric Acid Fluosilicic Acid 0-20% Formaldehyde Formic Acid Fuel Oil Gas Natural Gasoline, Auto Gasoline, Aviation Gasoline, Ethyl Gluconic Acid Gasoline, Sour Glucose • • • • • • • • • • • • • • • • • • • • • • • • 38 49 – – –– – – – – – – – – – – – – – – – – – – • • • – • • – • •• • –• • • • • • • • •• • • •• • • •• • • •• • – – – – – – – –– – – –– – – –– – – –– – • • • • • • • • • • • • – – – – – – – – – – – – – – • • • • • • • • • • • • • • – – – – – – – – – – – – – – • • 38 49 38 • – • – • – • • – – • – • • – –– • • – • • • • • • • • • • • • • • – –– – – –– – – –– – 49 49 • •• • • • • • • • • • • • • • • • • – –– – – – •• • • •• • – – –• • • • – – – • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • – – – – – – – – – – – – – –– – – – – – – – – – 49 49 49 – – – • •–– –
  • 137. TM ArchitEX™ |137 TM Corrosion Guide Chemical Chemical I-Series I-Series Room Temp Room Temp Room Temp Room Temp 70°C 70°C70°C 70°C V-Series V-Series Glycerine Glycol, Ethylene Glycol, Propylene Glycolic Acid Gold Plating Solution: – 63% Potassium Ferrocyanide – 2% Potassium Gold Cyanide – 8% Sodium Cyanide Heptane Hexane Hexylene Glycol Hydraulic Fluid Hydrobromic Acid 0-25% Hydrochloric Acid 0-37% Hydrocyanic Acid Hydrofluoric Acid 10% Hydrofluosilicic Acid, 10% Hydrogen Bromide, Wet Gas Hydrogen Chloride, Dry Gas Hydrogen Chloride, Wet Gas Hydrogen Peroxide Hydrogen Sulfide, Dry Hydrogen Sulfide, Aqueous Hydrogen Fluoride, Vapour Hydrosulfite Bleach Hydrochlorus Acid 0-10% Iron Plating Solution: – 45% Fecl: 15% Cacl – 20% Fecl: 11% (Nh4)2 So4 Iron And Steel Claeaning Bath: –9% Hydrochloric: 23% Sulfuric Isopropyl Amine Isopropyl Palmitate Jet Fuel Kerosene Lactic Acid Lauroryl Chloride Lauric Acid Lead Acetate Lead Chloride Lead Nitrate Lead Plating Solution: –.8% Fluoboric, 0.4% Boric Acid Levulinic Acid Linseed Oil Lithium Bromide Lithium Sulfate Magnesium Bisulfite Magnesium Carbonate Magnesium Chloride Magnesium Hydroxide Magnesium Nitrate Magnesium Sulfate Maleic Acid Mercuric Chloride Mercurous Chloride Methylene Chloride Methyl Ethyl Ketone Methyl Isobutyl Carbitol Methanol (See Alcohol) Methyl Isobutyl Ketone Methyl Styrene Mineral Oils Molybdenum Disulfide Monochloro Acetic Acid Monoethyanolamine Motor Oil Myristic Acid Naptha Napthalene Nickel Chloride Nickel Nitrate Nickel Plating: – 8% Lead, 0.8% Flouboric Acid – 0.4% Boric Acid Nickel Plating: – 11% Nickel Sulfate – 2% Nickel Chloride – 1% Boric Acid Nickel Plating: – 44% Nickel Sulfate – 4% Ammonium Chloride – 4% Boric Acid Nickel Sulfate Nitric Acid 0-5% Nitric Acid 20% Nitric Acid Fumes Nibrobenzene Octanoci Acid Oil, Sour Crude Oil, Sweet Crude Oleic Acid • • • • • • • • • • • • • • • • • • • • • • • • • • • • • – • • • • • – –– – –– –– – • •• • • • • • • • • • • • • • • • • • • – – – – – – – – – – – • • • •• • • – – –• • • • • • • • – –– • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • – –– – – – – – – – – – – – – – – – – – – – – 49 49 38 – – • •– • • • • • • • • • • • • • • • • • • • • • • • • • • • 60 • • • • • – – – – – – – – – – – – – – – • • • • • • • • • • • •• • • •• • • •• – – – – – •– •– – • – – • • – • – – • • • • – – – • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • – – – – – – – – – – – – – – – –– – – –– – 49 – –– – – –– – – –– –
  • 138. 138| TREADWELL treadwellgroup.com.au Corrosion Guide Chemical Chemical I-Series I-Series Room Temp Room Temp Room Temp Room Temp70°C 70°C70°C 70°C V-Series V-Series Oleum (Fuming Sulfuric) Olive Oil Oxalic Acid Peroxide Bleach: – 25% Peroxide 95% – 0.025% Epsom Salts – 5% Sodium Silicate 42.Be – 1.4% Sulfuric Acid 66.Be Phenol Phenol Sulfonic Acid Phosphoric Acid Phosphoric Acid Fumes Phosphorous Pentoxide Phosphorous Trichloride Phthalic Acid Pickling Acids (Sulfuric & Hydrochloric) Picric Acid, Alcoholic Polyvinyl Acetate Latex Polyvinyl Alcohol Polyvinyl Chloride Latex W/35 (Parts Dop) Potassium Aluminium Sulfate Potassium Bicarbonate Potassium Bromide Potassium Carbonate Potassium Chloride Potassium Dichromate Potassium Ferricyanide Potassium Ferrocyanide Potassium Hydroxide Potassium Nitrate Potassium Permanganate Potassium Persulfate Potassium Sulfate Propionic Acid 1-50% Propionic Acid 50-100% Propylene Glycol Pulp Paper Mill Effluent Pyridine Salicylic Acid Sebacic Acid Selenious Acid Silver Nitrate Silver Plating Solution: – 44% Silver Cyanide – 7% Potassium Cyanide – 5% Sodium Cyanide – 2% Potassium Carbonate Soaps Sodium Acetate Sodium Benzoate Sodium Bicarbonate Sodium Bifluoride Sodium Bisulfate Sodium Bisulfite Sodium Bromate Sodium Bromide Sodium Carbonate 0-25% Sodium Chlorate Sodium Chloride Sodium Chlorite Sodium Chromite Sodium Cyanide Sodium Dichromate Sodium Di-Phosphate Sodium Ferricyanide Sodium Fluoride Sodium Fluoro Silicate Sodium Hexametaphosphates Sodium Hydroxide 0-5% Sodium Hydroxide 5-25% Sodium Hydroxide 50% Sodium Hydrosulfide Sodium Hypochlorite Sodium Lauryl Sulfate Sodium Mono-Phosphate Sodium Nitrate Sodium Silicate Sodium Sulfate Sodium Sulfide Sodium Sulfite Sodium Tetra Borate Sodium Thiocyanate Sodium Thiosulfate Sodium Tripolyphosphate Sodium Xylene Sulfonate Sodium Solutions Sodium Crude Oil Soya Oil Stannic Chloride Stannous Chloride Stearic Acid Styrene • • • • • • • • • • • • • • • • • • • • – –– – • • • • • • • • • • • • – –– – – –– – –– – –– – – –– – • • •• • • • • • • • • • • •– –– • 49 – 38• • • • • • •• – –– – – – – – • • • • • –– • • • • • • • – – – – • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • –– –– –– –– –– – 60 60 66 60 60 49 38 60 • • •• • • • •– – – – – – • • – – – – • • • • • • • • • • • • • • • • –– • • • • • • • • •• • • •• • • • 60 49 – – – – – – – – – – – – – – – – – – – – • – • – • – • – • – • – • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • – –– – 49 49 38 66 66 66 66
  • 139. TM ArchitEX™ |139 Corrosion Guide Chemical Chemical I-Series I-Series Room Temp Room Temp Room Temp Room Temp70°C 70°C70°C 70°C V-Series V-Series Sugar, Beet And Cane Liquor Sugar, Sucrose Sulfamic Acid Sulfanilic Acid Sulfated Detergents Sulfur Dioxide, Dry Or Wet Sulfur Trioxide/Air Sulfuric Acid 0-30% Sulfuric Acid 30-50% Sulfuric Acid 50-70% Sulfurous Acid Superphosphoric Acid (76% P2 05) Tall Oil Tannic Acid Tartaric Acid Thionyl Chloride Tin Plating: – 18% Stannous Fluorborate – 7% Tin – 9% Fluoroboric Acid – 2% Boric Acid Toluene Toluene Sulfonic Acid Transformer Oils: – Mineral Oil Types – Chloro-Phenyl Types) Trichlor Acetic Acid Trichlorethylene Trichloropenol Tricresyl Phosphate Tridecylbenzene Sulfonate Trisodium Phosphate Turpentine Urea Vegetable Oils Vinegar Vinyl Acetate Water: – Deionised – Demineralised – Distilled – Fresh – Salt – Sea White Liquor (Pulp Mill) Xylene Zinc Chlorate Zinc Nitrate Zinc Plating Solution: – 9% Zinc Cyanide – 4% Sodium Cyanide –9% Sodium Hydroxide Zinc Plating Solution: – (49% Zinc Fluoroborate – 5% Ammonium Chloride – 6% Ammonium Fluoroborate Zinc Sulfate • – • – • – • – – – – – – – – – – – • • • • • • • • • • • • • • • • • • • • • • • • 49 38 – – – – – – – – – – – – – – – – – – – – – – – – – – – – – –– – 60 49 66 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • – – – – – – – – – – – – – – – – – – 38 38 • • • • • • • • • • • • • • • • – – – – –– • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 49 49 49 – –– –