Week 8 Challenge
- Calculate dead load in design report based on IS code and apply dead load on the model
- Finishes of 50mm
- Slab thickness as per the design
- Brick wall load
- Roofing load
Answer:
Dead Load:
1.Finishes load for thickness of 50mm = 0.05*24 = 1.2 KN/m2
2.Slab load = Slab Dead load is modelled by the software
3.Brick wall loading with plaster thickness = 155 mm for One Brick wall
It is known that the unit weight of Brick = 20 KN/m3
Floor Height
From Ground Floor to Roof = 3m
Now to calculate the Brick wall loading = 0.155*3*20 = 9.3 KN/m
Brick wall loading with plaster thickness = 230 mm for Two Brick wall
It is known that the unit weight of Brick = 20 KN/m3
Floor Height
From Ground Floor to Roof = 3m
Now to calculate the Brick wall loading = 0.230*3*20 = 13.8 KN/m
4.Roof Loading
For Roof loading Dead load the slab self weight is considered +
Any other small loading like Water proofing is considered = 1.5 KN/m2
Dead Load = Finishing load of 1.2 KN/m2 is applied as Area Load from Ground Floor to 10 th Floor
Wall load for Internal Walls which has thickness of 155 mm for which 9.3 KN/m is to be applied as FULL UDL from Ground Floor to 10 th Floor
Wall load for Exteror Walls which has thickness of 230 mm for which 13.8 KN/m is to be applied as FULL UDL from Ground Floor to 10 th Floor
For Roof Beams and Slabs are defined and Designed
Dead load = Finishing load of 1.2 KN/m2 is applied as Area Load for the Roof
Since the Parappet wall height is 1.5 m as per the Plan
The Parappet Wall load applied for the Exterior walls only
Therefore the Parappet wall load = 0.230*20*1.5 = 1.3 KN/m is applied as a FULL UDL
View in 3 D for Dead load
- Calculate live load in design report based on IS code and apply dead load on the model
Answer:
Live Load consideration as per IS 875 Part 2 Table 1 for Residential buildings
The Rooms given as per the plan are
Bed room = 2 KN/m2
Dining = 2 KN/m2
Pooja Room = 2 KN/m2
Kitchen = 2KN/m2
Toilets = 2KN/m2
Store Room = 3 KN/m2
Stair case = 3 KN/m2
Balconies = 2 KN/m2
Drawing Room = 3KN/m2
Live load of 3 KN/m2 is applied for the Drawing room
Live load of 2 KN/m2 is applied for the All other Rooms
Live load for all floors from Ground floor to 10th Floor View in 3D
Service load of 0.3 KN/m2 is applied for the Building as Area load
3.Generate manual wind loading in the design report based IS code as per the following input
- Basic wind speed = 47m/s
- Terrain category 2
Answer:
Loadcases are added for the Wind loading
Wind load Calculation
4. Based on the above calculation apply the loadings on the model
Answer:
For Face A and Face B apply in Global Y
For Face C and Face D apply in Global X
Wind Load is applied as PATCH load only
1.
Now for Wind +X +Cpi
Wind load is applied
Face A = Frame 9
2.
Wind +X +Cpi
Wind load is applied
Face B = Frame 1
3.
Wind +X +Cpi
Wind load is applied
Face C = Frame A
4.
Wind +X +Cpi
Wind load is applied
Face D = Frame H
5.
Now for Wind +X -Cpi
Wind load is applied
Face A = Frame 9
6.
Wind +X -Cpi
Wind load is applied
Face B = Frame 1
7.
Wind +X -Cpi
Wind load is applied
Face C = Frame A
8.
Wind +X -Cpi
Wind load is applied
Face D = Frame H
9.
Wind +Y +Cpi
Wind load is applied
Face A = Frame 9
10.
Wind +Y +Cpi
Wind load is applied
Face B = Frame 1
11.
Wind +Y +Cpi
Wind load is applied
Face C = Frame A
12.
Wind +Y +Cpi
Wind load is applied
Face D = Frame H
13.
Wind +Y -Cpi
Wind load is applied
Face A = Frame 9
14.
Wind +Y -Cpi
Wind load is applied
Face B = Frame 1
15.
Wind +Y -Cpi
Wind load is applied
Face C = Frame A
16.
Wind +Y -Cpi
Wind load is applied
Face D = Frame H
