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  1. CarlosMo

    Round HSS Pile - Plastic Hinge Structural Capacity

    Thanks a lot dik for your comments!!!! :)
  2. CarlosMo

    Round HSS Pile - Plastic Hinge Structural Capacity

    Hello dik, thanks a lot for your answer. I agree with your statement. So regarding the pile case presented above, would you consider that a plastic analysis should not be performed? In this case what should govern? The compression (being non slender) or flexure (being noncompact)? Thanks
  3. CarlosMo

    Round HSS Pile - Plastic Hinge Structural Capacity

    Dear all, I have a question on my mind, I wonder if anyone can help me. I am performing a structural evaluation in order to determine the structural capacity (using SAP2000) of an existing steel concrete cap structure supported by steel pipe piles (ASTM A36) when subjected to an abnormal...

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