Robot Structural Analysis Forum
Welcome to Autodesk’s Robot Structural Analysis Forums. Share your knowledge, ask questions, and explore popular Robot Structural Analysis topics.
cancel
Showing results for 
Show  only  | Search instead for 
Did you mean: 

External Wind Pressure Coeff. (Cp)(Suction)....ASCE7-05

3 REPLIES 3
SOLVED
Reply
Message 1 of 4
Refaat
467 Views, 3 Replies

External Wind Pressure Coeff. (Cp)(Suction)....ASCE7-05

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)?

 

Capture.png

Thanks ,

Refaat

3 REPLIES 3
Message 2 of 4
Refaat
in reply to: Refaat

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

Capture.png

 

Message 3 of 4
Artur.Kosakowski
in reply to: Refaat

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.



Artur Kosakowski
Message 4 of 4
Refaat
in reply to: Artur.Kosakowski

Thanks alot dear Artur

 

Refaat

Can't find what you're looking for? Ask the community or share your knowledge.

Post to forums  

Autodesk Design & Make Report