slickdeals
Structural
- Apr 8, 2006
- 2,267
Folks,
I have a question regarding the bracing connection example (Example II.C-5 HSS Chevron Brace Connection) in the AISC Design Examples V14. I have having difficulty getting my head around the calculation of the interface forces for Section b-b and the forces at point B. Maybe I am missing something very basic.
The design examples can be freely downloaded from here
It’s no trick to get the answers when you have all the data. The trick is to get the answers when you only have half the data and half that is wrong and you don’t know which half - LORD KELVIN
I have a question regarding the bracing connection example (Example II.C-5 HSS Chevron Brace Connection) in the AISC Design Examples V14. I have having difficulty getting my head around the calculation of the interface forces for Section b-b and the forces at point B. Maybe I am missing something very basic.
The design examples can be freely downloaded from here
It’s no trick to get the answers when you have all the data. The trick is to get the answers when you only have half the data and half that is wrong and you don’t know which half - LORD KELVIN