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  1. Gaurav Malya

    Cracked section properties for wind load analysis

    Hi everyone, When evaluating shear walls for wind loads, should cracking checks and adjustments to section properties be based on ultimate load combinations or service-level load combinations? If sections crack under ultimate loads but not under service loads, wouldn’t using uncracked...
  2. Gaurav Malya

    Design of Flat Slabs using SAFE

    Can flat slabs be designed in SAFE using thin-shell element? Is it right to analyse considering the out of plane shear deformations of the flat slabs?
  3. Gaurav Malya

    With reference to this discussion t

    With reference to this discussion thread167-379105 ACI 318-14 talks about designing the vertical wall elements in the shear wall as a 'Wall Pier' or a 'Wall' depending on the cross section aspect ratios and height to length ratios. When the categorization is something like (lw/bw) <2.5 and...

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