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tension members only design
Hi all I designed concrete building,then I removed column,so I added x steel bracing (rolled section) as tension members only in sap2000 to redistribute the forces,the problem that the sap2000 designed it but i don't have handy way to design it ,I hope if any one had a way how to design these...- abla1984
- Thread
- Replies: 1
- Forum: Structural engineering general discussion
