In our project, consultant rejects our calculation report because we used a formula from SCM - (AISC Steel Construction Manual).
Is this normal? What am I supposed to do? Spec is a part of SCM. So shouldn't SCM be the "code"?
I am just dumbstruck to respond to this comment. Project is located in a Middle East country and design is as per AISC 360-10.
I checked the web about this issue but this seems like a unique problem to me.
Is this normal? What am I supposed to do? Spec is a part of SCM. So shouldn't SCM be the "code"?
I am just dumbstruck to respond to this comment. Project is located in a Middle East country and design is as per AISC 360-10.
I checked the web about this issue but this seems like a unique problem to me.