Design of slab beam column

Design of Slab * If ≥ 2, design as one way slab < 2, design as two way slab. * In case of simply supported slab if ≥ 25, there is no need to check for deflections. * Spacing of bars may be found using the relation S = × 1000. * Spacing should not exceed 3 × depth of slab or 300 mm whichever is smaller. * A minimum of 0.15% of total cross section distribution steel is provided if mild steel is used and it is 0.12%, if Fe 415 steel is used. In case of continuous slab, assume a depth of th span and design moment at support next to end support is Mmax = * In case of cantilever assume depth of slab as . In this case Mu = and Vu = wuL and reinforcements are required at top. Sufficient anchorage depth should be provided at the support. * In case of simply supported slabs with two adjacent edges at corner, if there is discontinuity, torsional reinforcements are required. Torsional reinforcement consists of a mesh of reinforcements at top and bottom of slab, the area of reinforcement in each...