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Recent content by Agandepally

  1. Agandepally

    Underpinning load

    Hello all , Am designing an underpinning for a an existing two storied masonry wall building foundation , by assuming 4000 psf of allowable soil bearing pressure times the width of foundation 2 ft am getting a load of 8 klf on the foundation to be handled by my underpinning bracket and micro...
  2. Agandepally

    redundancy in plastic moment

    Hello all, I have question, as per AISC the nominal flexural capacity of the hollow tube or HSS members is Mn=Mp=Fy.Z (plastic moment). My question is don't we have to consider any redundancy when we are relating to plastic moment , and am verifying a calculation using a Fy=80 ksi but my...
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