The one-way joist slab shown below consists of 150mm wide joists spaced at 550mm. the web width of the spandrel and interior beams is 500mm. Column dimension (500 x 500mm). fc= 28 MPa and fy =420 MPa. Assume the Live load = 3 kN/m^2 Calculate the minimum depth of the one-way joist slab Calculate the moment and the shear using the ACI coefficients

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Planar Stresses