PengStruct
Structural
Can anyone point me to a good example for a low-mid rise steel moment frame design example? AISC steel design guide 5 is the most recent example I have found but it is dated 1991 with a second printing in 2003. I would like an example that follows a recent edition of AISC 360.
Specifically I have a four story frame with a 22' 1st story and it appears wind drift requirements will control the design. Looking for a clear example that walks through stability and second order effects so I can do hand checks to verify the computer results.
Specifically I have a four story frame with a 22' 1st story and it appears wind drift requirements will control the design. Looking for a clear example that walks through stability and second order effects so I can do hand checks to verify the computer results.
