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  1. MartinDZO1

    Piers, Spandrels and Shear Walls, an ETABS classic easy question which I can't find an answer for...

    Good evening everyone, I am trying to design a shear wall according to ACI 318-14 chapter 18.10 "Special Structural Walls". As usual, I need to obtain the Shear and Compressive Forces as well as the bending moment using ETABS. I know for a fact that Pu is given as a Pier internal element (Axial...
  2. MartinDZO1

    Importance of the Beam "End Length Offsets"

    Thank you so much for this info.

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