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Recent content by ysliew

  1. ysliew

    How to design the slab in slab-wall structure using ETABS results?

    I encountered the same design problem as you have. It seems that the resultant stresses and forces in shell elements cannot be exported directly into SAFE for slab design. This is the major drawback in ETABS and SAFE compatibility. I believe that CSI should had incorporated slab design in...
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