I didn't mean to imply that he is not knowledgable. He also allowed thermal cutting for bolt holes and later in the Section disallowed it. He indicated there were no shear connectors and later in the Section, specified shear connectors. He didn't, per AISC "LRFD," indicate the construction...
I'm an architectural specifier with a question.
My structural engineer specified a .0295" steel roof deck but indicated that weld washers were not required. At this thickness aren't we right on the AWS/SDI line requiring weld washers?
May I have an opinion?
Zippeee1