Autodesk Robot Structural Analysis

[#1]

Hi

In (CBSpro2013) ,Could I know if I have to inter the external pressure coeff. (Cp) (-0.50) as mentioned in the code (ASCE7-05)  or leave it (0.50)?

Thanks ,

Refaat

[#2]

Hi

In (CBSpro2013) ,Could I know if I have to inter the external pressure coeff. (Cp) (-0.50) as mentioned in the code (ASCE7-05)  or leave it (0.50)?

Pls , see the attached capture

Thanks ,

Refaat

[#3 · Accepted solution]

Leave it as 0.5. This will produce loads acting in the same direction.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[#4]

Thanks alot dear Artur

Refaat