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Design the one-way slab shown in the accompanying figure to support a live load of 10 kN/m2. Do not use the ACI thickness limitation

Design the one-way slab shown in the accompanying figure to support a live load of 10 kN/m2. Do not use the ACI thickness limitation for deflections. Assume concrete weighs 23.5 kN/m, f' = 28 MPa, andf = 420 MPa. Use p = Pmax corresponding to e, = 0.005. (One ans. 220-mm slab with #29 bars at 200-mm main steel) %3D %3D %3D 8 m

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