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.

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
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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
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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