A three-span continuous one-way slab with clear spans of 3.5m and thickness of 100mm is supported on beams 300mm wide. The slab has an effective depth of 74mm and carries a total factored floor load of 8.54kPa. Use f’c=21MPa and fy=275MPa. Unit weight of concrete is 23.5kN/m3 1. Calculate the moment at the most critical section of the interior slab considering a 1m strip 2. Calculate the spacing of 12mm diameter main reinforcing bars at the most critical section of the interior slab 3. Find the spacing of 10mm diameter temperature bars

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Chapter9: Composite Construction
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(PRINCIPLES OF REINFORCED/PRESTRESSED CONCRETE) PROBLEM NO. 2 A three-span continuous one-way slab with clear spans of 3.5m and thickness of 100mm is supported on beams 300mm wide. The slab has an effective depth of 74mm and carries a total factored floor load of 8.54kPa. Use f’c=21MPa and fy=275MPa. Unit weight of concrete is 23.5kN/m3 1. Calculate the moment at the most critical section of the interior slab considering a 1m strip 2. Calculate the spacing of 12mm diameter main reinforcing bars at the most critical section of the interior slab 3. Find the spacing of 10mm diameter temperature bars
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