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Design the bending reinforcement

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Reference no: EM132416422

The reinforced concrete beam has an effective span of 9 m and carries uniformly distributed dead (including self weight of beam) and imposed loads of 4 and 5 kNm-1 respectively. Design the bending reinforcement assuming the following:

fcu = 30 Nmm-2
fy = 500 Nmm-2

Cover to main steel = 40 mm

Reference no: EM132416422

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