AISC’s Approximate Second-Order Analysis B1 B2 Method Lets look at a very simple building with a simple moment frame to resist lateral loads. We will complete the analysis using AISC’s approximate second-order analysis more commonly known as the B1 – B2…
Tag: DAM
Stability – AISC’s Direct Analysis Method
Stability – AISC’s Direct Analysis Method Intro In the 14th Edition of the American Steel Construction Manual the Direct Analysis Method (DAM) is moved into the main specification from the appendix. I know many are not used to this new…