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  • Users: lg1990
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  1. lg1990

    Effective Stiffness - Uncracked

    Hello, I am wondering if anyone has been able to use gross stiffness properties in a concrete structure if it is proven that the tensile stress in a concrete member is not present under service level loading. This is a question from someone who works in SoCal. ACI 318-14 Section 6.6.3.1.1...
  2. lg1990

    DCR check on concrete shearwalls

    Hello, I am comparing shearwall results with ETABS and S-CONCRETE, and I came across this difference between how the flexural/axial D/C ratio check is calculated. In S-CONCRETE, a horizontal line is projected to the P-M curve. The DCR is calculated by the ratio of horizontal length (shown...

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