Jul 23, 2003 #1 mshani Structural Joined Apr 29, 2003 Messages 18 Location US When designing flat slab with SAFE, I am getting high unbalanced moment on exterior columns (with edge beams). Should column design, which typically includes only gravity loading, include this unbalanced moment? Please share ur views..
When designing flat slab with SAFE, I am getting high unbalanced moment on exterior columns (with edge beams). Should column design, which typically includes only gravity loading, include this unbalanced moment? Please share ur views..