E
edwin_dummy
could someone explain to me like i'm a 12 year-old kid stuff about
steel design that confuses me:
1. How come for column steel design braced connected (shear) on both sides
slenderness KZ values doesnt have an effect while it is needed
when the strong axis is moment connected?
2. How come for column steel design braced connected (shear) on both sides
UNL compression flange length doesnt have an effect while it is needed
when the strong axis is moment connected?
You may give formulas if you want.
steel design that confuses me:
1. How come for column steel design braced connected (shear) on both sides
slenderness KZ values doesnt have an effect while it is needed
when the strong axis is moment connected?
2. How come for column steel design braced connected (shear) on both sides
UNL compression flange length doesnt have an effect while it is needed
when the strong axis is moment connected?
You may give formulas if you want.
