Aug 21, 2012 #1 lugnut75 Structural Joined Aug 8, 2012 Messages 2 Location US I am working on a project using ASCE 41-06 to create the pseudo-lateral force. I was wondering if anyone knew if there is a typical range of values for C1 and C2.
I am working on a project using ASCE 41-06 to create the pseudo-lateral force. I was wondering if anyone knew if there is a typical range of values for C1 and C2.