SlideShare a Scribd company logo
2
Most read
4
Most read
6
Most read
Wire Ropes
© Dr.V.R Deulgaonkar 2018
Construction of wire ropes
Prof.Deulgaonkar V.R University of Pune
• Wire rope consists of number of “Strands”.
• Each strand comprises several steel wires.
• The no. Of wires in each strand is 7,19,37
while the number of strands is usually six
• Individual wires are twisted into the strand
and then strands are twisted around fibre or
steel core.
Prof.Deulgaonkar V.R University of Pune
• Specification of wire rope includes two
numbers as 6X7 or 6X19.
• First number indicates the number of strands
while the second number gives the number of
steel wires in each strand.
• Popular constructions of steel wire ropes are
6X7 (6/1) , 6X19 (12/6/1), 6X37 (18/12/6/1)
Prof.Deulgaonkar V.R University of Pune
• Central portion of the wire rope is called core
• Cores are of three types : fibre, wire and
synthetic material .
• Fibre Core : it includes natural fibers like sisal,
hemp, jute or cotton. It is flexible & suitable
for all normal working conditions, except
under high load.
• Wire core is used for severe heat or crushing
conditions.
Prof.Deulgaonkar V.R University of Pune
• Rope Lay : It refers to the manner in which the
wires are helically laid into strands and the
strands into the rope.
• If the wires in the strand are twisted in the
same direction as the strands, then the rope is
called Lang’s Lay rope.
• When the wires in the strand are twisted in a
direction opposite to that of strands, then the
rope is said to be “regular or ordinary lay”
Prof.Deulgaonkar V.R University of Pune
Prof.Deulgaonkar V.R University of Pune
• Regular lay ropes are more popular than the
other one as it offers following advantages:
1) More structural stability.
2) More resistance to crushing and distortion.
3) Less tendency to rotate under load.
4) Less possibility of kinking.
5) Easy handling during installation.
Prof.Deulgaonkar V.R University of Pune
Stresses in wire ropes
• The individual wires are subjected to direct
tensile stress & bending stresses due to load
being raised.
• The bending stress in one individual wire is
given by
σb = Mb y/I ; y = dw/2
dw = wire diameter in (mm)
σb = Mb dw/2I ----------- (a)
Prof.Deulgaonkar V.R University of Pune
• The elastic curve equation is Mb/EI = 1/r.
• Radius of curvature in the above equation =
radius of sheave.
Mb/EI = 2/D -------- (b)
D is dia of sheave
From (a) & (b)
σb = Edw/D -------- (c)
Prof.Deulgaonkar V.R University of Pune
• The modulus of elasticity is replaced by
effective modulus of elasticity of wire rope Er
• So equation (c) becomes
σb = Erdw/D ----------- (d)
To design wire ropes, it is convenient to bending
stress into equivalent bending load, that
would induce the same bending stress.
Prof.Deulgaonkar V.R University of Pune
• The equivalent bending load is Pb is
Pb = σb A = A {Erdw/D} --------- (e)
A is the area of metallic cross-section in the wire
rope. (refer table 23.7 :Bhandari V.B)
Failure of wire rope is mainly due to fatigue or
wear. Bending and straightening of wire as it
passes over the sheave results in fluctuating
stresses.
Prof.Deulgaonkar V.R University of Pune
• Amount of wear depends upon the pressure
between the rope and sheaves. The force per
unit length is pdr
• Considering the equilibrium of forces in
vertical direction we have
2P = D p dr : p = 2P/D dr
Prof.Deulgaonkar V.R University of Pune
Selection of wire ropes
• Guidelines for selection of wire ropes are
1) Referring to table 23.4 {Design of machine
elements by V B Bhandari} wire ropes of
designation 1960 have higher load capacity
than those with designation 1570. Use of steel
cores in place of fibre cores increases the
strength of wire ropes to some extent.
Prof.Deulgaonkar V.R University of Pune
2) Flexibility of wire rope is one of the important
consideration. The wire rope of 6X7
construction consists of a few wires of
relatively large size. It is too stiff for hoisting
purposes. It is suitable for haulage and guy
ropes.
The 6X19 or 6X37 constructions are flexible wire
ropes and are commonly used in hoists.
Prof.Deulgaonkar V.R University of Pune
3) Where wire rope is likely to drag through
gritty material or across stationery object
abrasion resistance is of concern. Large
diameter wires with 6X7 gives better wear
resistance.
Factors of safety for wire ropes for different
applications are given in tables as
Prof.Deulgaonkar V.R University of Pune
F.O.S in wire ropes for general applications
Application Class 1 Class 2
& 3
Class
4
Fixed guys, jib cranes , ancillary
applications as lifting beams .
3.5 4.0 4.5
Hoisting and luffing systems of
flexible cranes as mobile
derrick(Shock absorbing devices
are incorporated in the system)
4.0 4.5 5.5
Cranes and hoists 4.5 5.0 6.0
Prof.Deulgaonkar V.R University of Pune
FOS for wire ropes in mining applications
Application Factor of
safety
a) Mining ropes
For shafts of varying depths
Upto 300 mm 10
300-500 9
500-700 8
700-1000 7
b) Haulages ropes 7
Prof.Deulgaonkar V.R University of Pune
Rope drum construction and design
• Two types of constructions for rope drum are
available viz.
a) Drums with helical grooves
b) Plain cylindrical drums without grooves
Preference is given to grooved drums rather
than plain drums for most hoisting
installations.
Prof.Deulgaonkar V.R University of Pune
• The machined grooves increase the bearing
surface of the drum and prevent friction
between adjacent turns of rope. This reduces
wear and increases the life of rope.
• Drums are made of grey cast iron of Grade
FG200. Sometimes steel is used.
Prof.Deulgaonkar V.R University of Pune
Prof.Deulgaonkar V.R University of Pune
• A grooved drum and the grove profile are
shown in fig. below . Drum is provided with
helical grooves so that the rope winds up
uniformly on the drum.
• Radius of the helical groove should be
selected so as to prevent jamming of the rope.
• Drums designed for two rope members are
provided with two helical grooves. R.H & L.H
Prof.Deulgaonkar V.R University of Pune
• The pitch of the groove is given by
t = dr + (2 to 3 mm)
The shell thickness of the cast iron drum is given
by t1 = 0.02D +(6 to 10 mm)
where dr = nominal dia of rope (mm)
D = drum dia (mm)
Prof.Deulgaonkar V.R University of Pune
Prof.Deulgaonkar V.R University of Pune

More Related Content

PPT
pp-threads.ppt
DOCX
Bend tools
PDF
Screwed joints
PPTX
Cases of eccentric loading in bolted joints
PPTX
Design of shafts couplings ppt
PPT
Wire rope design
PPTX
Chapter 3 joints
pp-threads.ppt
Bend tools
Screwed joints
Cases of eccentric loading in bolted joints
Design of shafts couplings ppt
Wire rope design
Chapter 3 joints

What's hot (20)

PDF
Article screw threads design
PDF
Design of Roller Chain Drive theory by Prof. Sagar A. Dhotare
PPTX
Fatigue consideration in design
PPTX
Shaft couplings 3 rigid flange coupling
PPTX
Mechanical Springs - stresses & Deflection of compression springs
PPT
04 armacao
PPTX
“V - Belts” - Design of Machine Element
PPTX
Unit 2 Shafts and Coupling.pptx
PDF
Revisao da prova 3
PPTX
Gear design
PPTX
V-belt drive Design Procedure
PPTX
5. wire rope and sample problem
PPTX
5 shaft shafts subjected to combined twisting moment and bending moment
PDF
Flat belt pulleys
PDF
Unit 5 Design of Threaded and Welded Joints
PPTX
Design of Cast Iron pulleys
PDF
01 screw Jack
PPTX
Experiment 6 MOS LAB
PDF
Unit 2 Balancing
PDF
Article screw threads design
Design of Roller Chain Drive theory by Prof. Sagar A. Dhotare
Fatigue consideration in design
Shaft couplings 3 rigid flange coupling
Mechanical Springs - stresses & Deflection of compression springs
04 armacao
“V - Belts” - Design of Machine Element
Unit 2 Shafts and Coupling.pptx
Revisao da prova 3
Gear design
V-belt drive Design Procedure
5. wire rope and sample problem
5 shaft shafts subjected to combined twisting moment and bending moment
Flat belt pulleys
Unit 5 Design of Threaded and Welded Joints
Design of Cast Iron pulleys
01 screw Jack
Experiment 6 MOS LAB
Unit 2 Balancing
Ad

Similar to Wire and Rope Drives Explained (20)

PDF
Optimization improvement in wire rope design
PDF
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
PPTX
Unit 1 Content Beyond Syllabus - wire-rope.pptx
PPTX
5. wire rope and sample problem
PPTX
Chapter 1 wire-rope Design.pptx
PDF
Rope Drive
PPTX
Beyond Syllabus - wire-rope.pptx
PDF
IRJET- Cost Analysis of Two-Way Slab and Post Tension Slab
PDF
Strengthening of flexural and shear deficient RCC beam with nano composite ja...
DOCX
Wire ropes
PPTX
wire ropes
PDF
Seismic technical guide, hanger wire
PDF
IRJET- Effect of Web Openings of Constant Depth in Beams of Different Sha...
PDF
V belt and rope drives
PDF
prestressingconcretemembers-230724072217-da48dada.pdf
PPT
prestressing_concrete_members.ppt
PDF
Design of Fasteners.pdf
PDF
SHEAR STRENGTHENING OF REINFORCED AND PRESTRESSED CONCRETE BEAM USING FRP
PDF
IRJET- Experimental Investigation of Fiber Reinforced Concrete Beams
PDF
“Strengthening Of PCC Beams by Using Different Types of Wire Mesh Jacketing”
Optimization improvement in wire rope design
The Study of Flexural and Ultimate Behavior of Ferrocement Lightweight Beam b...
Unit 1 Content Beyond Syllabus - wire-rope.pptx
5. wire rope and sample problem
Chapter 1 wire-rope Design.pptx
Rope Drive
Beyond Syllabus - wire-rope.pptx
IRJET- Cost Analysis of Two-Way Slab and Post Tension Slab
Strengthening of flexural and shear deficient RCC beam with nano composite ja...
Wire ropes
wire ropes
Seismic technical guide, hanger wire
IRJET- Effect of Web Openings of Constant Depth in Beams of Different Sha...
V belt and rope drives
prestressingconcretemembers-230724072217-da48dada.pdf
prestressing_concrete_members.ppt
Design of Fasteners.pdf
SHEAR STRENGTHENING OF REINFORCED AND PRESTRESSED CONCRETE BEAM USING FRP
IRJET- Experimental Investigation of Fiber Reinforced Concrete Beams
“Strengthening Of PCC Beams by Using Different Types of Wire Mesh Jacketing”
Ad

More from Dr.Vikas Deulgaonkar (20)

PDF
Vibration measurement and spectral analysis of chassis frame mounted structur...
PDF
Strain characteristicts in a unique platform integrated with truck chassis un...
PDF
Review and diagnostics of noise and vibrations in automobiles ijmer 2011
PDF
Optimization in mechanical seal design for api 682 category i applications ij...
PDF
Noise and vibrations in automobiles review and diagnostics ijmperd 2011
PDF
Modeling and finite element analysis for a casting defect in thin wall struct...
PDF
Mechanics of strain propogation in members of a platform structure devised fo...
PDF
Mathematical analysis of section properties of a platform integrated with veh...
PDF
Gradient load evaluation of chassis frame mounted specialised structure desig...
PDF
Finite element simulation and investigation of thin wall impeller casting ija...
PDF
Finite element analysis of chassis integrated structure for tractor trolley i...
PDF
Finite element analysis of center pin and bracket of jig fixture assembly ijm...
PDF
Finite element analysis and experimental simulation of chassis mounted platfo...
PDF
Failure analysis of fuel pumps used for diesel engines in transport utility v...
PDF
Experimental investigation of inmitiable platform on heavy vehicle chassis ij...
PDF
Development and validation of chassis mounted platform design for heavy vehic...
PDF
Development and design validation of pneumatic tool for stem seal collet fi...
PDF
Design evaluation of chassis mounted platform for off road wheeled heavy vehi...
PDF
Design and analysis of state transport (s.t) utility vehicle ~ bus ijvss 2019
PDF
Analysis of vibration characteristics of transport utility vehicle by finite ...
Vibration measurement and spectral analysis of chassis frame mounted structur...
Strain characteristicts in a unique platform integrated with truck chassis un...
Review and diagnostics of noise and vibrations in automobiles ijmer 2011
Optimization in mechanical seal design for api 682 category i applications ij...
Noise and vibrations in automobiles review and diagnostics ijmperd 2011
Modeling and finite element analysis for a casting defect in thin wall struct...
Mechanics of strain propogation in members of a platform structure devised fo...
Mathematical analysis of section properties of a platform integrated with veh...
Gradient load evaluation of chassis frame mounted specialised structure desig...
Finite element simulation and investigation of thin wall impeller casting ija...
Finite element analysis of chassis integrated structure for tractor trolley i...
Finite element analysis of center pin and bracket of jig fixture assembly ijm...
Finite element analysis and experimental simulation of chassis mounted platfo...
Failure analysis of fuel pumps used for diesel engines in transport utility v...
Experimental investigation of inmitiable platform on heavy vehicle chassis ij...
Development and validation of chassis mounted platform design for heavy vehic...
Development and design validation of pneumatic tool for stem seal collet fi...
Design evaluation of chassis mounted platform for off road wheeled heavy vehi...
Design and analysis of state transport (s.t) utility vehicle ~ bus ijvss 2019
Analysis of vibration characteristics of transport utility vehicle by finite ...

Recently uploaded (20)

PPTX
Artificial Intelligence
PPTX
Infosys Presentation by1.Riyan Bagwan 2.Samadhan Naiknavare 3.Gaurav Shinde 4...
PDF
Artificial Superintelligence (ASI) Alliance Vision Paper.pdf
DOCX
573137875-Attendance-Management-System-original
PPTX
FINAL REVIEW FOR COPD DIANOSIS FOR PULMONARY DISEASE.pptx
PPTX
MET 305 2019 SCHEME MODULE 2 COMPLETE.pptx
PPTX
UNIT-1 - COAL BASED THERMAL POWER PLANTS
PPT
Project quality management in manufacturing
PPTX
CYBER-CRIMES AND SECURITY A guide to understanding
PDF
keyrequirementskkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk
PPT
Total quality management ppt for engineering students
PDF
The CXO Playbook 2025 – Future-Ready Strategies for C-Suite Leaders Cerebrai...
PDF
PREDICTION OF DIABETES FROM ELECTRONIC HEALTH RECORDS
PPT
Mechanical Engineering MATERIALS Selection
PDF
Mitigating Risks through Effective Management for Enhancing Organizational Pe...
PDF
Human-AI Collaboration: Balancing Agentic AI and Autonomy in Hybrid Systems
PPTX
Engineering Ethics, Safety and Environment [Autosaved] (1).pptx
PPT
Introduction, IoT Design Methodology, Case Study on IoT System for Weather Mo...
PPTX
Foundation to blockchain - A guide to Blockchain Tech
PPTX
CARTOGRAPHY AND GEOINFORMATION VISUALIZATION chapter1 NPTE (2).pptx
Artificial Intelligence
Infosys Presentation by1.Riyan Bagwan 2.Samadhan Naiknavare 3.Gaurav Shinde 4...
Artificial Superintelligence (ASI) Alliance Vision Paper.pdf
573137875-Attendance-Management-System-original
FINAL REVIEW FOR COPD DIANOSIS FOR PULMONARY DISEASE.pptx
MET 305 2019 SCHEME MODULE 2 COMPLETE.pptx
UNIT-1 - COAL BASED THERMAL POWER PLANTS
Project quality management in manufacturing
CYBER-CRIMES AND SECURITY A guide to understanding
keyrequirementskkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk
Total quality management ppt for engineering students
The CXO Playbook 2025 – Future-Ready Strategies for C-Suite Leaders Cerebrai...
PREDICTION OF DIABETES FROM ELECTRONIC HEALTH RECORDS
Mechanical Engineering MATERIALS Selection
Mitigating Risks through Effective Management for Enhancing Organizational Pe...
Human-AI Collaboration: Balancing Agentic AI and Autonomy in Hybrid Systems
Engineering Ethics, Safety and Environment [Autosaved] (1).pptx
Introduction, IoT Design Methodology, Case Study on IoT System for Weather Mo...
Foundation to blockchain - A guide to Blockchain Tech
CARTOGRAPHY AND GEOINFORMATION VISUALIZATION chapter1 NPTE (2).pptx

Wire and Rope Drives Explained

  • 1. Wire Ropes © Dr.V.R Deulgaonkar 2018
  • 2. Construction of wire ropes Prof.Deulgaonkar V.R University of Pune
  • 3. • Wire rope consists of number of “Strands”. • Each strand comprises several steel wires. • The no. Of wires in each strand is 7,19,37 while the number of strands is usually six • Individual wires are twisted into the strand and then strands are twisted around fibre or steel core. Prof.Deulgaonkar V.R University of Pune
  • 4. • Specification of wire rope includes two numbers as 6X7 or 6X19. • First number indicates the number of strands while the second number gives the number of steel wires in each strand. • Popular constructions of steel wire ropes are 6X7 (6/1) , 6X19 (12/6/1), 6X37 (18/12/6/1) Prof.Deulgaonkar V.R University of Pune
  • 5. • Central portion of the wire rope is called core • Cores are of three types : fibre, wire and synthetic material . • Fibre Core : it includes natural fibers like sisal, hemp, jute or cotton. It is flexible & suitable for all normal working conditions, except under high load. • Wire core is used for severe heat or crushing conditions. Prof.Deulgaonkar V.R University of Pune
  • 6. • Rope Lay : It refers to the manner in which the wires are helically laid into strands and the strands into the rope. • If the wires in the strand are twisted in the same direction as the strands, then the rope is called Lang’s Lay rope. • When the wires in the strand are twisted in a direction opposite to that of strands, then the rope is said to be “regular or ordinary lay” Prof.Deulgaonkar V.R University of Pune
  • 8. • Regular lay ropes are more popular than the other one as it offers following advantages: 1) More structural stability. 2) More resistance to crushing and distortion. 3) Less tendency to rotate under load. 4) Less possibility of kinking. 5) Easy handling during installation. Prof.Deulgaonkar V.R University of Pune
  • 9. Stresses in wire ropes • The individual wires are subjected to direct tensile stress & bending stresses due to load being raised. • The bending stress in one individual wire is given by σb = Mb y/I ; y = dw/2 dw = wire diameter in (mm) σb = Mb dw/2I ----------- (a) Prof.Deulgaonkar V.R University of Pune
  • 10. • The elastic curve equation is Mb/EI = 1/r. • Radius of curvature in the above equation = radius of sheave. Mb/EI = 2/D -------- (b) D is dia of sheave From (a) & (b) σb = Edw/D -------- (c) Prof.Deulgaonkar V.R University of Pune
  • 11. • The modulus of elasticity is replaced by effective modulus of elasticity of wire rope Er • So equation (c) becomes σb = Erdw/D ----------- (d) To design wire ropes, it is convenient to bending stress into equivalent bending load, that would induce the same bending stress. Prof.Deulgaonkar V.R University of Pune
  • 12. • The equivalent bending load is Pb is Pb = σb A = A {Erdw/D} --------- (e) A is the area of metallic cross-section in the wire rope. (refer table 23.7 :Bhandari V.B) Failure of wire rope is mainly due to fatigue or wear. Bending and straightening of wire as it passes over the sheave results in fluctuating stresses. Prof.Deulgaonkar V.R University of Pune
  • 13. • Amount of wear depends upon the pressure between the rope and sheaves. The force per unit length is pdr • Considering the equilibrium of forces in vertical direction we have 2P = D p dr : p = 2P/D dr Prof.Deulgaonkar V.R University of Pune
  • 14. Selection of wire ropes • Guidelines for selection of wire ropes are 1) Referring to table 23.4 {Design of machine elements by V B Bhandari} wire ropes of designation 1960 have higher load capacity than those with designation 1570. Use of steel cores in place of fibre cores increases the strength of wire ropes to some extent. Prof.Deulgaonkar V.R University of Pune
  • 15. 2) Flexibility of wire rope is one of the important consideration. The wire rope of 6X7 construction consists of a few wires of relatively large size. It is too stiff for hoisting purposes. It is suitable for haulage and guy ropes. The 6X19 or 6X37 constructions are flexible wire ropes and are commonly used in hoists. Prof.Deulgaonkar V.R University of Pune
  • 16. 3) Where wire rope is likely to drag through gritty material or across stationery object abrasion resistance is of concern. Large diameter wires with 6X7 gives better wear resistance. Factors of safety for wire ropes for different applications are given in tables as Prof.Deulgaonkar V.R University of Pune
  • 17. F.O.S in wire ropes for general applications Application Class 1 Class 2 & 3 Class 4 Fixed guys, jib cranes , ancillary applications as lifting beams . 3.5 4.0 4.5 Hoisting and luffing systems of flexible cranes as mobile derrick(Shock absorbing devices are incorporated in the system) 4.0 4.5 5.5 Cranes and hoists 4.5 5.0 6.0 Prof.Deulgaonkar V.R University of Pune
  • 18. FOS for wire ropes in mining applications Application Factor of safety a) Mining ropes For shafts of varying depths Upto 300 mm 10 300-500 9 500-700 8 700-1000 7 b) Haulages ropes 7 Prof.Deulgaonkar V.R University of Pune
  • 19. Rope drum construction and design • Two types of constructions for rope drum are available viz. a) Drums with helical grooves b) Plain cylindrical drums without grooves Preference is given to grooved drums rather than plain drums for most hoisting installations. Prof.Deulgaonkar V.R University of Pune
  • 20. • The machined grooves increase the bearing surface of the drum and prevent friction between adjacent turns of rope. This reduces wear and increases the life of rope. • Drums are made of grey cast iron of Grade FG200. Sometimes steel is used. Prof.Deulgaonkar V.R University of Pune
  • 22. • A grooved drum and the grove profile are shown in fig. below . Drum is provided with helical grooves so that the rope winds up uniformly on the drum. • Radius of the helical groove should be selected so as to prevent jamming of the rope. • Drums designed for two rope members are provided with two helical grooves. R.H & L.H Prof.Deulgaonkar V.R University of Pune
  • 23. • The pitch of the groove is given by t = dr + (2 to 3 mm) The shell thickness of the cast iron drum is given by t1 = 0.02D +(6 to 10 mm) where dr = nominal dia of rope (mm) D = drum dia (mm) Prof.Deulgaonkar V.R University of Pune