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  • Users: FiratPCR
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  1. FiratPCR

    MAT Foundation sitting on Stiff Wall

    I am going to model a mat foundation, one side of which is gonna sit on very stiff (3ft wide and 22ft deep) wall. The dimensions of the matt will be 60 ft x 35ft. We can not put any restraints in STAAD.foundation. I was planning to use piles with high stiffness to respresent still wall but I...
  2. FiratPCR

    STAAD.foundation Mat Foundation Punching Shear Check

    I have modeled a mat foundation on STAAD.foundation. The concrete compressive strength was assumed to be 4000 psi. In the help menu of STAAD.foundation, it was reported that ACI 318 was used in punching shear calculations. The program calculates the allowable punching shear stress as 0.298...
  3. FiratPCR

    STAAD.foundation Mat Foundation Punching Shear Check

    I have modeled a mat foundation on STAAD.foundation. The concrete compressive strength was assumed to be 4000 psi. In the help menu of STAAD.foundation, it was reported that ACI 318 was used in punching shear calculations. The program calculates the allowable punching shear stress as 0.298...

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