BSTRUCTURE

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