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Do stirrups prevent inclined cracks from forming?

Do stirrups prevent inclined cracks from forming?

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Shear stresses will exist in those parts of a beam where the…

Shear stresses will exist in those parts of a beam where the moment is constant from section to section.

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For a beam with stirrup hooks, the free end of the bar must…

For a beam with stirrup hooks, the free end of the bar must extend at least _____ from the hook. Assume b1 = 35 in., b2 = 11 in., d1 = 6 in., d2 = 25 in., and that there are three No. 7 longitudinal tension bars and No. 3 stirrups at 6 in. o.c. The stirrup hooks are 90°.

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The height of available chairs may control a slab’s concrete…

The height of available chairs may control a slab’s concrete compression strength.

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A concrete floor system with a ratio of the longer to the sh…

A concrete floor system with a ratio of the longer to the shorter span length that is greater than or equal to 2 is usually considered a one-way system.

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The use of compression reinforcement permits the use of more…

The use of compression reinforcement permits the use of more tension reinforcement to increase the strength of a given beam section while keeping the section tension-controlled.

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Compute φVn for the cross section shown. Assume f’c = 3,000…

Compute φVn for the cross section shown. Assume f’c = 3,000 psi, fyt = 60,000 psi, b1 = 23 in., b2 = 12 in., d = 24 in., h1 = 4 in., h2 = 17 in., h3 = 8 in., t = 7 in., and that there are six No. 6 longitudinal tension bars and No. 5 stirrups at 9 in. o.c.

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Assuming Vs exceeds 4sqrt(f’c)bwd, the maximum spacing for v…

Assuming Vs exceeds 4sqrt(f’c)bwd, the maximum spacing for vertical stirrups in the following beam is _____. Let b1 = 37 in., b2 = 12 in., d1 = 6 in., and d2 = 33 in. There are three No. 8 longitudinal tension bars and No. 4 stirrups at 10 in. o.c.

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When a beam is supported by a girder or other beam of essent…

When a beam is supported by a girder or other beam of essentially the same depth, _______ should be provided in the joint.

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Compute φVn for the cross section shown. Assume f’c = 3,000…

Compute φVn for the cross section shown. Assume f’c = 3,000 psi, fyt = 60,000 psi, b1 = 23 in., b2 = 12 in., d = 24 in., h1 = 4 in., h2 = 17 in., h3 = 8 in., t = 7 in., and that there are six No. 6 longitudinal tension bars and No. 5 stirrups at 9 in. o.c.

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