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

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

Answer:

Adding the Wind Loads:

Wind +Y +Cpi for face B= Frame 3

Wind +Y +Cpi for face C= Frame A

Wind +Y +Cpi for face D= Frame D

Wind +Y -Cpi for face A= Frame 7

Wind +Y -Cpi for face B= Frame 3

Wind +Y -Cpi for face C= Frame A

Wind +Y -Cpi for face D= Frame D

Wind -Y +Cpi for Face A= Frame 3

Wind -Y +Cpi for Face B= Frame 7

Wind -Y +Cpi for Face C= Frame D

Wind -Y +Cpi for Face D= Frame A

Wind -Y -Cpi for Face A= Frame 3

Wind -Y -Cpi for Face B= Frame 7

Wind -Y -Cpi for Face C= Frame D

Wind -Y -Cpi for Face D= Frame A

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 +X + Cpi

Wind -X -Cpi

Wind +X -Cpi

Wind -X +Cpi

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

• Apply wind wizard from the Ribbon pallet

• Design Wind Pressure

• Wind Load Cases

• Now analyze the model from the analyze tab and select first order linear analysis

• After analysis go to Results view

• Go to Results tab from the ribbon and select 1D results.

Results:

Moment Major

Moment Minor

Shear Major

Shear Minor