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  • Users: Syahzada
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  1. Syahzada

    Modelling Shear Design for double web plate girder

    Im conducting an analysis of a steel frame, with a double plate girder beam as one of its element. In the first analysis results on the unstiffened beam, the calculated shear stress is 17.97 kg/mm^2 and the shear area is 1520.00 cm^2, resulting an unity ratio of about 1.55 based on AISC...
  2. Syahzada

    characteristic of center joint in horizontal x-brace

    in horizontal x-bracing's central joint, what characteristic does it have in terms of its fixity? does it resist moment?
  3. Syahzada

    Complex tubular-beam bracing connection

    Hi, I’m currently a structural engineering student working on my thesis, which focuses on the support frame design for the fabrication and installation phases of a topside oil rig jacket platform. One of the connections in my design involves a brace linking the upper and lower beams of the...

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