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  • Users: Shoja91
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  1. Shoja91

    ETABS 2013 meshing fro slab systems

    Hi all; Let's say we have a simple structure and we want to have one-way and two-way slab system. Should I use membrane for one-way system due to its in-plane stresses and shell elements for two-way system for out-of-plane stiffness? The matter herewith is distribution of loads from slab system...
  2. Shoja91

    RC designer

    I designed a ribbed slab floor by Staad; and when I run analysis for ribbed beams I confront the following: 1-If the design is done through GUI<Design<Concrete Im receiving message saying member size should be increased for max positive moment and design not performed. 2-However, when I do the...

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