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Design of Web Reinforcement

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Concept Diagram 2

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Problem 1 (Design Problem):

A 6m simply supported beam carries a uniform live load of 20kN/m and a dead load of 12kN/m (including its own weight).Use f'c=28MPa, fy=345MPa, b=d/2. Choose appropriate bar diameters and check for shear.

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Problem 2 (Design Problem):

Design the beam shown to carry a service live load of 20kN/m and a dead load of 15kN/m (including its own weight). Use f'c=21MPa, fy=276MPa, b=d/2. The beam is to be reinforced for tension only. Check also for shear.

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Problem 3 (Design Problem):

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Problem 4 (Design Problem):

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Problem 5 (Design Problem):

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Problem 6 (Design Problem):

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Problem 7 (Design Problem):

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Problem 8 (Design Problem):

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