thank you sir !
1-but the bracings are nor failing for slenderness they fail because the load exceed the euler limit !So how can i fix this ? (because the bracings can buckle no problem !
2-I want use cables in bracings and not angle to keep the building economic ! So please can you show me how to use cables :
-they should be defined as tension members ?
-they need a code check ?
-should i use cable analysis ?
- can i just check them for resistance (stress)and how ?
-how can i know if a cable fail ?
thank you again