Recent content by Divyansh Toraniya

  1. Divyansh Toraniya

    The effective width of a column strip of a flat slab, is

    As per IS CODE 31.1.1 it is .25
  2. Divyansh Toraniya

    The maximum shear stress (qmax) in a rectangular beam is

    The ratio of maximum shear stress to average shear stress for rectangular section is 1.5 Similar for triangular section - 1.5 For circular section - 1.33 For Diamond section ( or square with diagonal horizontal ) - 1.125
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