Week 5 Challenge

1. Generate manual wind loading in the design report based IS code as per the following input

• Basic wind speed = 39m/s
• Terrain category 2

Answer:

2. Based on the above calculation apply the loadings on the model

Answer:

Adding Wind Loads

Wind +Y +Cpi for Face A= Frame 1

Wind +Y +Cpi for Face B= Frame 4

Wind +Y +Cpi for Face C= Frame C

Wind +Y +Cpi for Face D = Frame D

Wind +Y -Cpi for Face A= Frame 1

Wind +Y -Cpi for Face B= Frame 4

Wind +Y -Cpi for Face C= Frame C

Wind +Y -Cpi for Face D= Frame D

Wind -Y +Cpi for Face A= Frame 4

Wind -Y +Cpi for Face B= Frame 1

Wind -Y +Cpi for Face C= Frame D

Wind -Y +Cpi for Face D= Frame C

Wind -Y -Cpi for Face A= Frame 4

Wind -Y -Cpi for Face B= Frame 1

Wind -Y -Cpi for Face C= Frame G

Wind -Y -Cpi for Face D= Frame C

VIEW in 3D

Roof Loading

Wind +Y +Cpi for one side

Wind +Y +Cpi for other side

Wind -Y +Cpi for one side

Wind -Y +Cpi for other side

Wind -Y -Cpi for one side

Wind -Y -Cpi for other side

Wall loading

Wind +X +Cpi

Simillarly apply in X direction

VIEW in 3D

For both Y and X direction wind loading

3.On a separate model generate wind loading using wind wizard

Answer:

Apply wind wizard

Design Wind Pressure

Results are taken.

Wind Load Considering for

0deg

90 deg

180 deg

270 deg