mcc202
Structural
- Jan 15, 2009
- 22
Does anyone know of a good design example for a designing roof deck diaphragms with openings?? I have an existing building where we are removing a portion of the deck for an addition. I am having issues resolving the chord forces (I am OK for shear) around the opening and was wondering if there was a good design example I could use. I believe I am being conservative in my assumptions and would like to refine my numbers.