Individual Caluculation
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The document analyzes beams and slabs in a two-story building. It identifies various slabs as either one-way or two-way slabs based on ratios of dimensions. It then calculates dead loads, live loads, ultimate loads, reactions and bending moments for different beam and slab combinations using given properties and load values. Diagrams and calculations are shown for Beams A-B/6, A/2-8, B/2-6, B/6-8, and B-H/6.
![SECOND FLOOR
F
1
2
3
5
6
7
8
10
11
14
13
D G
AV ROOM
FAMILY / STUDY
MASTER SUITEBATH
ROOF TERRACE
MASTER
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
F
1
2
3
5
6
7
8
10
11
14
13
D G
GROUND FLOOR
DRY KITCHEN
DINING
WET KITCHEN
MAID
TERRACE
BATH 6
GUEST
LIVING
FOYER
STORE
BATH 7
STAIRS
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
F
1
2
3
5
6
7
8
10
11
14
13
D G
FIRST FLOOR
BEDROOM 4
RC FLAT ROOF
BATH 3
BATH 4
BEDROOM 3
BATH 2
DRESSING
BEDROOM 5 BEDROOM 2
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT
2
GROUND FLOOR FIRST FLOOR SECOND FLOOR
A A AB B BH H H
6
8
Column B2
Area of load acting on column
= [(3.6/2) × (3.5/2 + 2)] + [(3/2) × 2]
= 9.75m2
Dead load
Ground floor:
Beam: 1.44kN/m × (1.75 + 1.8 + 1.5) = 7.27kN
Slab: 3.6kN/m2
× 9.75m2
= 35.1kN
Wall: 8.84kN/m × (1.75 + 1.8 + 1.5) = 44.64kN
First floor:
Beam: 1.44kN/m × (1.75 + 1.8 + 1.5) = 7.27kN
Slab: 3.0kN/m2
× 9.75m2
= 29.25kN
Wall: 8.84kN/m × (1.75 + 1.8 + 2.0) = 49.06kN
Second floor:
Beam: 1.44kN/m × (1.75 + 1.8 + 3.45) = 10.08kN
Slab: 4.2kN/m2
× 9.36m2
= 39.31kN
Wall: 8.84kN/m × (1.75 + 1.8 + 3.45) = 61.88kN
Total dead load
2(7.27) + 35.1 + 44.64 + 29.25 + 49.06 +
10.08 + 39.31 + 61.88 = 283.86kN
Live load
Ground floor:
Bathroom 2.0kN/m2
× 3.15m2
= 6.3kN
Dining 2.0kN/m2
× 6.6m2
= 13.2kN
First floor:
Bedroom 1.5kN/m2
× 3.15m2
= 4.73kN
Bathroom 2.0kN/m2
× 3.6m2
= 7.2kN
Second floor:
Bathroom 2.0kN/m2
× 3.15m2
= 6.3kN
Bedroom 1.5kN/m2
× 6.21m2
= 9.32kN
Total live load
6.3 + 13.2 + 4.73 + 7.2 + 6.3 + 9.32 = 47.05kN
Total load
283.86 + 47.05 = 330.91kN
Area of load acting on column (second floor)
= (3.6/2) × (3.5/2 + 6.9/2)
= 9.36m2](https://image.slidesharecdn.com/bstruc2-151210222109/85/Individual-Caluculation-18-320.jpg)
Individual Caluculation
- 1. Analysis of Beams Identify One Way or Two Way Slab Ly = Longer side of slab Lx - shorter side of slab Slab A-B/2-6: 3.5 ÷ 3.6 = 0.97 ≤ 2, Two way slab Slab A-B/6-8: 3.5 ÷ 2.7 = 1.3 ≤ 2, Two way slab Slab B-H/2-6: 6.9 ÷ 3.6 = 1.92 ≤ 2, Two way slab Slab B-h/6-8: 6.9 ÷ 2.7 = 2.56 ≥ 2, One way slab SECOND FLOOR B F 1 2 5 7 10 CA E H 3 4 6 8 9 11 14 13 D 12 G AV ROOM MASTER FAMILY / STUDY MASTER SUITEBATH ROOF TERRACE PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PENGE YEP SIANG 0315259
- 2. Beam A-B/6 Dead Load Dead load from slab A-B/2-6 = 4.2 kN / m² × (3.5/2) = 7.35 kN/m Convert triangular load to UDL 7.35× ⅔ = 4.9 kN/m Dead load from slab A-B/6-8 = 4.2 kN / m² × (2.7/2) = 5.67kN/m Total dead load A/2-8 = 8.84 + 1.44 + 4.9+5.67 = 20.85 kN/m SECOND FLOOR 1 2 5 7 10 3 4 6 8 9 11 14 13 12 PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 A B H 6 8 20.85kN/m 8.84kN/m A6 B6 Brick Wall Beam Self-weight Slab A-B/2-6 Slab A-B/6-8 Total Dead Load 1.44kN/m 4.9kN/m 5.67kN/m
- 3. Live Load Live load from slab A-B/2-6 = 2.0 kN / m² × (3.5/2) = 3.5 kN/m Convert triangular load to UDL 3.5 × ⅔ = 2.33 kN/m Live load from slab A-B/6-8 = 2.0 kN / m² × (2.7/2) = 2.7 kN/m Total live load A-B/6 = 2.33 + 2.7 = 5.03 kN/m Ultimate Load Dead load factor = 1.4 Live load factor = 1.6 Ultimate load A-B/6 = (20.85 × 1.4) + (5.03 × 1.6) = 29.19 + 8.05 = 37.24 kN/m Reaction Convert UDL to Point load 37.24 ×3.5 = 130.34kN Reaction force = ½ Total Load 130.34 ÷ 2 = 65.17kN Bending Moment At point A6, there is no area = 0kN At point B6, area of triangle (+ve) + area of triangle (-ve) = ½(65.17 × 3.5/2) + ½(-65.17 × 3.5/2) = 57.03 - 57.03 = 0 5.03kN/m A6 A6 A6 + + - B6 B6 B6 Slab A-B/2-6 Ultimate Load Slab A-B/6-8 Total Live Load 2.7kN/m 2.33kN/m 37.24kN/m 37.24kN/m 65.17kN 0kN 0kN 65.17kN -65.17kN 57.03 0kN 0kN 65.17kN 3.5m
- 4. Beam A/2-8 Dead Load Dead load from slab A-B/2-6 = 4.2 kN / m² × (3.5/2) = 7.35kN/m Dead load from slab A-B/6-8 = 4.2 kN / m² × (2.7/2) = 5.67 kN/m Convert triangular load to UDL 5.67 × ⅔ = 3.78 kN/m Total dead load A/2-6 = 8.84 + 1.44 + 7.35 = 17.63 kN/m Total deal load A/6-8 = 8.84 + 1.44 + 3.78 = 14.06 kN/m SECOND FLOOR 1 2 5 7 10 3 4 6 8 9 11 14 13 12 PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 A B H 6 8 14.06kN/m17.63kN/m 8.84kN/m A2 A6 A8 Brick Wall Beam Self-weight Slab A-B/2-6 Slab A-B/6-8 Total Dead Load 1.44kN/m 7.35kN/m 3.78kN/m
- 5. Live Load Live load from slab A-B/2-6 = 2.0 kN / m² × (3.5/2) = 3.5 kN/m Live load from slab A-B/6-8 = 2.0 kN / m² × (2.7/2) = 2.7 kN/m Convert triangular load to UDL 2.7 × ⅔ = 1.8 kN/m Total live load A/2-6 = 3.5 kN/m Total live load A/6-8 = 1.8 kN/m Ultimate Load Dead load factor = 1.4 Live load factor = 1.6 Ultimate load A/2-6 = (17.63 × 1.4) + (3.5 × 1.6) = 30.28 kN/m Ultimate load A/6-8 = (14.06 × 1.4) + (1.8 × 1.6) = 22.56 kN/m 1.8kN/m 22.56kN/m 3.5kN/m 30.28kN/m A2 A2 A6 A6 A8 A8 Slab A-B/2-6 Slab A-B/6-8 Total Live Load Total Live Load 3.5kN/m 1.8kN/m
- 6. Reaction Convert UDL to Point load 30.28 × 3.6 = 109.0 kN 22.56 × 2.7 = 60.91 kN ∑M = 0 = RA2 (6.3) - 109(4.5) - 65.17(2.7) - 22.56(1.35) = 6.3 RA2 - 490.5 - 175.96 - 30.46 = 6.3 RA2 - 696.92 RA2 = 696.92 ÷ 6.3 = 110.62 kN ∑Fy = RA8 + 110.62 - 109 - 65.17 - 60.91 = RA8 - 124.46 RA8 = 124.46 kN 22.56kN 65.17kN 3.6m 2.7m 30.28kN/m 110.62kN 110.62kN 124.46kN -124.46kN -63.55kN 202.03 1.62kN A2 + + - A6 A8 Bending Moment At point A2, there is no area = 0kN At point A6, area of trapezium = ½ × (110.62 + 1.62) × 3.6 = 202.03 At point A8 area of trapezium (+ve) + area of trapezium (-ve) = 202.03 + ½(-63.55-124.46)(2.7) = 202.03 - 202.03 = 0 0kN 0kN 0kN 0kN
- 7. SECOND FLOOR 1 2 5 7 10 3 4 6 8 9 11 14 13 12 PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 A B H 6 8 Beam B/2-6 Dead Load Dead load from slab A-B/2-6 = 4.2 kN / m² × (3.5/2) = 7.35 kN/m Dead load from slab B-H/2-6 = 4.2 kN / m² × (3.6/2) = 7.56kN/m Convert triangular load to UDL 7.56× ⅔ = 5.04 kN/m Total dead load B/2-6= 8.84 + 1.44 + 7.35 +5.04 = 22.67 kN/m 22.67kN/m 8.84kN/m B2 B6 Brick Wall Beam Self-weight Slab A-B/2-6 Slab B-H/2-6 Total Dead Load 1.44kN/m 7.35kN/m 5.04kN/m
- 8. Live Load Live load from slab A-B/2-6 = 2.0 kN / m² × (3.5/2) = 3.5 kN/m Live load from slab B-H/2-6 = 1.5 kN / m² × (2.7/2) = 2.03 kN/m Convert triangular load to UDL 2.03 × ⅔ = 1.35 kN/m Total live load B/2-6 = 3.5 + 1.35 = 4.85 kN/m Ultimate Load Dead load factor = 1.4 Live load factor = 1.6 Ultimate load B/2-6 = (22.67 × 1.4) + (4.85 × 1.6) = 31.74 + 7.76 = 39.5 kN/m Reaction Convert UDL to Point load 39.5 ×3.6 = 142.2 kN Reaction force = ½ Total Load 142.2 ÷ 2 = 71.1 kN Bending Moment At point B2, there is no area = 0kN At point B6, area of triangle (+ve) + area of triangle (-ve) = ½(71.1 × 3.6/2) + ½(-71.1 × 3.6/2) = 63.99 - 63.99 = 0 4.85kN/m B2 B2 B2 + + - B6 B6 B6 Slab A-B/2-6 Ultimate Load Slab B-H/2-6 Total Live Load 1.35kN/m 3.5kN/m 39.5kN/m 39.5kN/m 71.1kN 0kN 0kN 71.1kN -71.1kN 63.99 0kN 0kN 71.1kN 3.6m
- 9. SECOND FLOOR 1 2 5 7 10 3 4 6 8 9 11 14 13 12 PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 A B H 6 8 Beam B/6-8 Dead Load Dead load from slab A-B/6-8 = 4.2 kN / m² × (2.7/2) = 5.67 kN/m Dead load from slab B-H/6-8 = 0kN/m Total dead load B/2-6 = 8.84 + 1.44 + 5.67 = 15.95kN/m 15.95kN/m 8.84kN/m B6 B8 Brick Wall Beam Self-weight Slab A-B/6-8 Slab B-H/6-8 Total Dead Load 1.44kN/m 5.67kN/m 0kN/m
- 10. Live Load Live load from slab A-B/6-8 = 2.0 kN / m² × (3.5/2) = 3.5 kN/m Live load from slab B-H/6-8 = 0 kN/m Total live load B/6-8 = 3.5 kN/m Ultimate Load Dead load factor = 1.4 Live load factor = 1.6 Ultimate load B/6-8 = (15.95× 1.4) + (3.5 × 1.6) = 22.33 + 5.6 = 27.93 kN/m Reaction Convert UDL to Point load 27.93 ×2.7 = 75.41 kN Reaction force = ½ Total Load 75.41 ÷ 2 = 37.71 kN Bending Moment At point B6, there is no area = 0kN At point B8, area of triangle (+ve) + area of triangle (-ve) = ½(37.71 × 2.7/2) + ½(-37.71 × 2.7/2) = 25.45 - 25.45 = 0 3.5kN/m B6 B6 B6 + + - B8 B8 B8 Slab A-B/6-8 Ultimate Load Slab B-H/6-8 Total Live Load 0kN/m 3.5kN/m 27.93kN/m 27.93kN/m 37.71kN 0kN 0kN 37.71kN -37.71kN 25.45 0kN 0kN 37.71kN 2.7m
- 11. SECOND FLOOR 1 2 5 7 10 3 4 6 8 9 11 14 13 12 PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 A B H 6 8 Beam B-H/6 Dead Load Dead load from slab B-H/2-6 = 4.2 kN/m² × (3.6/2) = 7.56 kN/m Dead load from slab B-H/6-8 = 4.2 kN/m2 × (2.7/2) = 5.67kN/m Total dead load B/2-6 = 8.84 + 1.44 + 7.56 = 5.67 = 23.51kN/m 23.51kN/m 8.84kN/m B6 H6 Brick Wall Beam Self-weight Slab B-H/2-6 Slab B-H/6-8 Total Dead Load 1.44kN/m 7.56kN/m 5.67kN/m
- 12. Live Load Live load from slab B-H/2-6 = 1.5 kN / m² × (3.5/2) = 2.63 kN/m Live load from slab B-H/6-8 = 1.5 kN/m2 × (2.7/2) = 2.03kN/m Total live load B/6-8 = 2.63 + 2.03 = 4.66 kN/m Ultimate Load Dead load factor = 1.4 Live load factor = 1.6 Ultimate load B/6-8 = (23.51× 1.4) + (4.66 × 1.6) = 32.91 + 7.46 = 40.37 kN/m Reaction Convert UDL to Point load 40.37 × 6.9 = 278.55 kN Reaction force = ½ Total Load 278.55 ÷ 2 = 139.28 kN Bending Moment At point B6, there is no area = 0kN At point H6, area of triangle (+ve) + area of triangle (-ve) = ½(139.28 × 6.9/2) + ½(-139.28 × 6.9/2) = 240.26 - 240.26 = 0 4.66kN/m B6 B6 B6 + + - H6 H6 H6 Slab B-H/2-6 Ultimate Load Slab B-H/6-8 Total Live Load 2.03kN/m 2.63kN/m 40.37kN/m 40.37kN/m 139.28kN 0kN 0kN 139.28kN -139.28kN 240.26 0kN 0kN 139.28kN 6.9m
- 13. SECOND FLOOR 1 2 5 7 10 3 4 6 8 9 11 14 13 12 PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 A B H 6 8 Beam H/2-8 Dead Load Dead load from slab B-H/2-6 = 4.2 kN / m² × (3.5/2) = 7.35kN/m Convert triangular load to UDL 7.35× ⅔ = 4.9 kN/m Dead load from slab B-H/6-8 = 0 kN/m Total dead load H/2-6 = 8.84 + 1.44 + 4.9 = 15.18kN/m Total deal load A/6-8 = 8.84 + 1.44 = 10.28 kN/m 10.28kN/m15.18kN/m 8.84kN/m H2 H6 H8 Brick Wall Beam Self-weight Slab B-H/2-6 Slab B-H/6-8 Total Dead Load 1.44kN/m 4.9kN/m 0kN/m
- 14. Live Load Live load from slab B-H/2-6 = 1.5 kN / m² × (3.5/2) = 2.63 kN/m Convert triangular load to UDL 2.63 × ⅔ = 1.75 kN/m Live load from slab B-H/6-8 = 0 kN/m Total live load H/2-6 = 1.75 kN/m Total live load H/6-8 = 0 kN/m Ultimate Load Dead load factor = 1.4 Live load factor = 1.6 Ultimate load A/2-6 = (15.18 × 1.4) + (1.75 × 1.6) = 24.05 kN/m Ultimate load A/6-8 = (10.28 × 1.4) + (0 × 1.6) = 14.39 kN/m 0kN/m 14.39kN/m 1.75kN/m 24.05kN/m H2 A2 H6 A6 H8 A8 Slab B-H/2-6 Slab B-H/6-8 Total Live Load Total Live Load 1.75kN/m 0kN/m
- 15. Reaction Convert UDL to Point load 24.05 × 3.6 = 86.58 kN 14.39 × 2.7 = 38.85 kN ∑M = 0 = RH2 (6.3) - 86.58(4.5) - 139.28(2.7) - 38.85(1.35) = 6.3 RH2 - 389.61 - 376.06 - 52.45 = 6.3 RH2 - 818.12 RA2 = 818.12 ÷ 6.3 = 129.86 kN ∑Fy = RH8 + 129.86 - 86.58 - 139.28 - 38.85 = RH8 - 134.85 RH8 = 134.85 kN 14.39kN 139.28kN 3.6m 2.7m 24.05kN/m 129.86kN 129.86kN 134.85kN -134.85kN -96kN 311.65 43.28kN H2 + + - H6 H8 Bending Moment At point H2, there is no area = 0kN At point H6, area of trapezium = ½ × (129.86 + 43.28) × 3.6 = 311.65 At point A8 area of trapezium (+ve) + area of trapezium (-ve) = 311.65 + ½(-96 - 134.85 )(2.7) = 311.65 - 311.65 = 0 0kN 0kN 0kN 0kN
- 16. Column A2 Area of load acting on column = (6.3/2) × (3.5/2) = 5.51m2 Dead load Ground floor: Beam: 1.44kN/m × (3.15 + 1.75) = 7.06kN Slab: 3.6kN/m2 × 5.51m2 = 19.84kN Wall: 8.84kN/m × (3.15 + 1.75) = 43.31kN First floor: Beam: 1.44kN/m × (3.15 + 1.75) = 7.06kN Slab: 3.0kN/m2 × 5.51m2 = 16.53kN Wall: 8.84kN/m × (3.15 + 1.75) = 43.31kN Second floor: Beam: 1.44kN/m × (3.15 + 1.75) = 7.06kN Slab: 4.2kN/m2 × 5.51m2 = 23.14kN Wall: 8.84kN/m × (3.15 + 1.75) = 43.31kN Total dead load 3(7.06) + 19.84 + 16.53 + 23.14 + 3(43.31) = 210.62kN Live load Ground floor: Bathroom 2.0kN/m2 × 5.51m2 = 11.02kN First floor: Bedroom 1.5kN/m2 × 5.51m2 = 8.27kN Second floor: Bathroom 2.0kN/m2 × 5.51m2 = 11.02kN Total live load 11.02 + 8.27 + 11.02 = 30.31kN Total load 210.62 + 30.31 = 240.93kN Analysis of Column SECOND FLOOR F 1 2 3 5 6 7 8 10 11 14 13 D G AV ROOM FAMILY / STUDY MASTER SUITEBATH ROOF TERRACE MASTER PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G GROUND FLOOR DRY KITCHEN DINING WET KITCHEN MAID TERRACE BATH 6 GUEST LIVING FOYER STORE BATH 7 STAIRS PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G FIRST FLOOR BEDROOM 4 RC FLAT ROOF BATH 3 BATH 4 BEDROOM 3 BATH 2 DRESSING BEDROOM 5 BEDROOM 2 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 GROUND FLOOR FIRST FLOOR SECOND FLOOR A A AB B BH H H 6 8
- 17. SECOND FLOOR F 1 2 3 5 6 7 8 10 11 14 13 D G AV ROOM FAMILY / STUDY MASTER SUITEBATH ROOF TERRACE MASTER PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G FIRST FLOOR BEDROOM 4 RC FLAT ROOF BATH 3 BATH 4 BEDROOM 3 BATH 2 DRESSING BEDROOM 5 BEDROOM 2 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G GROUND FLOOR DRY KITCHEN DINING WET KITCHEN MAID TERRACE BATH 6 GUEST LIVING FOYER STORE BATH 7 STAIRS PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT Column A8 Area of load acting on column = (6.3/2) × (3.5/2) = 5.51m2 Dead load Ground floor: Beam: 1.44kN/m × (3.15 + 1.75 + 2.4) = 10.51kN Slab: 3.6kN/m2 × 9.71m2 = 34.96kN Wall: 8.84kN/m × (3.15 + 1.75 + 2.4) = 64.53kN First floor: Beam: 1.44kN/m × (3.15 + 1.75 + 2.4) = 10.51kN Slab: 3.0kN/m2 × 5.51m2 = 16.53kN Wall: 8.84kN/m × (3.15 + 1.75 + 2.4) = 64.53kN Second floor: Beam: 1.44kN/m × (3.15 + 1.75 + 2.4) = 10.51kN Slab: 4.2kN/m2 × 5.51m2 = 23.14kN Wall: 8.84kN/m × (3.15 + 1.75 + 2.4) = 64.53kN Total dead load 3(10.51) + 34.96 + 16.53 + 23.14 + 3(64.53) = 299.75kN Area of load acting on column (ground floor) = (6.3/2 + 4.8/2) × (3.5/2) = 9.71m2 Live load Ground floor: Guest 1.5kN/m2 × 5.51m2 = 8.27kN Stair 2.0kN/m2 × 4.2m2 = 8.4kN First floor: Bedroom 1.5kN/m2 × 5.51m2 = 8.27kN Second floor: Dressing 2.0kN/m2 × 5.51m2 = 11.02kN room Total live load 8.27 + 8.4 + 8.27 + 11.02 = 35.96kN Total load 299.75 + 35.96 = 335.71kN 2 GROUND FLOOR FIRST FLOOR SECOND FLOOR A A AB B BH H H 6 8
- 18. SECOND FLOOR F 1 2 3 5 6 7 8 10 11 14 13 D G AV ROOM FAMILY / STUDY MASTER SUITEBATH ROOF TERRACE MASTER PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G GROUND FLOOR DRY KITCHEN DINING WET KITCHEN MAID TERRACE BATH 6 GUEST LIVING FOYER STORE BATH 7 STAIRS PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G FIRST FLOOR BEDROOM 4 RC FLAT ROOF BATH 3 BATH 4 BEDROOM 3 BATH 2 DRESSING BEDROOM 5 BEDROOM 2 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT 2 GROUND FLOOR FIRST FLOOR SECOND FLOOR A A AB B BH H H 6 8 Column B2 Area of load acting on column = [(3.6/2) × (3.5/2 + 2)] + [(3/2) × 2] = 9.75m2 Dead load Ground floor: Beam: 1.44kN/m × (1.75 + 1.8 + 1.5) = 7.27kN Slab: 3.6kN/m2 × 9.75m2 = 35.1kN Wall: 8.84kN/m × (1.75 + 1.8 + 1.5) = 44.64kN First floor: Beam: 1.44kN/m × (1.75 + 1.8 + 1.5) = 7.27kN Slab: 3.0kN/m2 × 9.75m2 = 29.25kN Wall: 8.84kN/m × (1.75 + 1.8 + 2.0) = 49.06kN Second floor: Beam: 1.44kN/m × (1.75 + 1.8 + 3.45) = 10.08kN Slab: 4.2kN/m2 × 9.36m2 = 39.31kN Wall: 8.84kN/m × (1.75 + 1.8 + 3.45) = 61.88kN Total dead load 2(7.27) + 35.1 + 44.64 + 29.25 + 49.06 + 10.08 + 39.31 + 61.88 = 283.86kN Live load Ground floor: Bathroom 2.0kN/m2 × 3.15m2 = 6.3kN Dining 2.0kN/m2 × 6.6m2 = 13.2kN First floor: Bedroom 1.5kN/m2 × 3.15m2 = 4.73kN Bathroom 2.0kN/m2 × 3.6m2 = 7.2kN Second floor: Bathroom 2.0kN/m2 × 3.15m2 = 6.3kN Bedroom 1.5kN/m2 × 6.21m2 = 9.32kN Total live load 6.3 + 13.2 + 4.73 + 7.2 + 6.3 + 9.32 = 47.05kN Total load 283.86 + 47.05 = 330.91kN Area of load acting on column (second floor) = (3.6/2) × (3.5/2 + 6.9/2) = 9.36m2
- 19. 2 GROUND FLOOR FIRST FLOOR SECOND FLOOR A A AB B BH H H 6 8 Column B6 Area of load acting on column = (3.6/2 + 2.7/2) × (3.5/2 + 2) = 11.81m2 Dead load Ground floor: Beam: 1.44kN/m × (1.35 + 1.8) = 4.54kN Slab: 3.6kN/m2 × 11.81m2 = 42.52kN Wall: 8.84kN/m × (1.35 + 1.8) = 27.85kN First floor: Beam: 1.44kN/m × (1.35 + 1.8 + 2.0) = 7.42kN Slab: 3.0kN/m2 × 11.81m2 = 35.43kN Wall: 8.84kN/m × (1.35 + 1.8 + 2.0) = 45.53kN Second floor: Beam: 1.44kN/m × (1.75 + 1.8 + 1.35 + 3.45)= 12.02kN Slab: 4.2kN/m2 × 16.38m2 = 68.8kN Wall: 8.84kN/m × (1.75 + 1.8) = 31.38kN Total dead load 4.54 + 42.52 + 27.85 + 7.42 + 35.42 + 45.53 + 12.02 + 68.8 + 31.38 = 275.48kN Live load Ground floor: Guest 2.0kN/m2 × 5.51m2 = 11.02kN Dining 2.0kN/m2 × 6.3m2 = 12.6kN First floor: Bedroom 1.5kN/m2 × 8.31m2 = 12.47kN Bathroom 2.0kN/m2 × 3.6m2 = 7.2kN Second floor: Bathroom 2.0kN/m2 × 3.15m2 = 6.3kN Bedroom 1.5kN/m2 × 10.87m2 = 16.31kN Dressing 1.5kN/m2 × 2.36m2 = 3.54kN Total live load 11.02 + 12.6 + 12.47 + 7.2 + 6.3 + 16.31 + 3.54 = 69.44kN Total load 275.48 + 69.44 = 344.92kN Area of load acting on column (second floor) = (3.6/2 + 2.7/2) × (3.5/2 + 6.9/2) = 16.38m2 SECOND FLOOR F 1 2 3 5 6 7 8 10 11 14 13 D G AV ROOM FAMILY / STUDY MASTER SUITEBATH ROOF TERRACE MASTER PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G FIRST FLOOR BEDROOM 4 RC FLAT ROOF BATH 3 BATH 4 BEDROOM 3 BATH 2 DRESSING BEDROOM 5 BEDROOM 2 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT F 1 2 3 5 6 7 8 10 11 14 13 D G GROUND FLOOR DRY KITCHEN DINING WET KITCHEN MAID TERRACE BATH 6 GUEST LIVING FOYER STORE BATH 7 STAIRS PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCEDBYANAUTODESKEDUCATIONALPRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT