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  1. Pukar Sharma

    Beam in region of shear wall

    Do we need to give continute to the alignment of flexural member (beam) in the region of Shear wall? While analysing in ETABS, I found all beams safe except in the shear wall region of the building. What may be the solution?
  2. Pukar Sharma

    Why Top Rebar in Footing where there is 0 stresses

    My etabs analysis shows the almost zero stresses in the top level of isolated footing. Should I provide rebar in top level though it is not necessary?
  3. Pukar Sharma

    Structural Design of Building in ETABS software

    While designing the building in ETABS, we do not provide tie beam and plinth beam in the model. Is it correct method of desinging building in FEM software? Do plinth and tie beams have any contribution in structural behaviour of the building while analysing the building in ETABS? I am learning...

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