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  1. Rafat125

    Pile lateral load test

    Hi all, can anyone help me about cast in place RCC pile lateral load test? I have piles of dia 1000mm. I have a lateral load of 525 KN per pile. following "Pile foundation analysis and design", Poulos and Davis (Chapter 8-Load deflection prediction for laterally loaded piles) i have measured a...
  2. Rafat125

    Torsional Design of Box Sections

    Hi, can anyone give me any reference or materials regarding the design of concrete box sections (box girders) curved in plan? (i.e. subjected to torsional moment.) Thanks in advance-- Rafat125
  3. Rafat125

    Box girder design

    Can anyone give me any ideas or resources about box girder design? Currently i have been associated with a flyover project and need to design box girders. can anybody give me any fundamentals about box girder? any help is much appreciated. Regards-- Rafat125
  4. Rafat125

    SAP2000 result; effect of changing support conditions

    Hi all, I have been modelling a truss bridge in SAP2000. after modelling and running the analysis i go for the design. but the problem is if I change the support conditions to hinge at left end and roller at right end (both the trusses) from alternately hinged and roller (diagonally same...

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