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  • Users: KC__
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  1. KC__

    Interface Shear for Concrete Cast at Different Times

    Hi everyone, I'm stuck at calculating the design shear resistance for concrete interface cast at different times. From Eurocode 2 Clause 6.2.5(1) Equation 6.25, there is contribution from the 'external normal force across the interface'. My senior opined that this value is equivalent to the...
  2. KC__

    Axial Shortening Result from Etabs

    Hi everyone, I am facing a problem in extracting total axial shortening results from Etabs. I have plotted the total shortening for one of the vertical members by extracting the Uz value from joint displacement table in Etabs (Graph on the right). The graph on the left is plotted by a...

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