STAAD and back to back angle sections
STAAD and back to back angle sections
(OP)
could somebody help me to model correctly back to back angle sections in STAAD. I am using BS5950:2000 and angle sections fail in Slenderness Ratio using BS 5950. I have read a thread on bently website but still can't resolve this issue. Angles are to be welded not bolted to columns. Could somebody help. Thanks





