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What is Two Way Punching Shear?
Two Way Punching Shear
In columns, generally the tendency of the column is to punch through the footing. This also is to be considered in design. In wall footings this will not be the case. According to IS, the two ways punching shear has to be checked along the surface of a truncated cone around the column. The critical perimeter is specified at a distance d/2 from the column face as in demonstrated figure in below:
Draw the bending moment diagram and shear force diagram: A cantilever beam of 8 m length is subjected to point loads of 15 kN, 10 kN, 25 kN and 20 kN at distances of 4 m, 2 m,
c programms fpr cycloidal motion
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