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STAAD and back to back angle sections

Thread starter Egnorant
Start date May 21, 2015

Status: Not open for further replies.

May 21, 2015

Egnorant

Structural

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