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STAAD and back to back angle sections

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

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