CROWN06
Structural
- Apr 19, 2006
- 32
I am trying to model a truss using SAP2000. I am unable to understand that in output
Why Sap can reduce the cross sectional area of double angles. To me the area should be constant
But as I enter different spacing for back to back legs, x-area changes.
Why Sap can reduce the cross sectional area of double angles. To me the area should be constant
But as I enter different spacing for back to back legs, x-area changes.