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Author Archives: Anonymous

You are considering a beam design that has dimensions of b =…

You are considering a beam design that has dimensions of b = 16 in., h = 28 in., and d = 25.5 in. The beam is singly reinforced with all of the reinforcement in a single row. The concrete strength is 8,800 psi, and the yield strength of the reinforcement is 60,000 psi. What cross-sectional area of reinforcement is needed to achieve a strain in the reinforcement of 0.0075?

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The shear failure of a slender beam without stirrups is slow…

The shear failure of a slender beam without stirrups is slow and predictable.

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If a beam is supported by a girder of essentially the same d…

If a beam is supported by a girder of essentially the same depth, the compression fans that form in the supported beam tend to push the bottom off the supporting beam.

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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 = 25 in., b2 = 15 in., d1 = 4 in., d2 = 25 in., and that there are three No. 8 longitudinal tension bars and No. 5 stirrups at 12 in. o.c. The stirrup hooks are 90°.

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Axial compressive forces tend to _______ the inclined cracki…

Axial compressive forces tend to _______ the inclined cracking load, while axial tensile forces tend to _______ it.

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According to the USPSTF recommendations which of the followi…

According to the USPSTF recommendations which of the following is NOT included in lifestyle changes to prevent progression of osteopenia to osteoporosis?

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A beam has dimensions of b = 14 in., h = 28 in., d’ = 2.5 in…

A beam has dimensions of b = 14 in., h = 28 in., d’ = 2.5 in., and d = 25.5 in. It is reinforced with 2 No. 5 bars on the compression side and 4 No. 8 bars on the tension side. The concrete strength is 3,100 psi, and the yield strength of the reinforcement is 60,000 psi. If the depth of the neutral axis is c = 5.205 in., determine the strain in the compression reinforcement, ε’s.

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Compute φVn for the cross section shown. Assume f’c = 4,500…

Compute φVn for the cross section shown. Assume f’c = 4,500 psi, fyt = 60,000 psi, b1 = 24 in., b2 = 13 in., d = 23 in., h1 = 6 in., h2 = 14 in., h3 = 8 in., t = 8 in., and that there are six No. 6 longitudinal tension bars and No. 5 stirrups at 11 in. o.c.

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Compute φVn for the cross section shown. Assume f’c = 4,000…

Compute φVn for the cross section shown. Assume f’c = 4,000 psi, fyt = 60,000 psi, b = 10 in., d = 26 in., and that there are four No. 7 longitudinal tension bars and No. 4 stirrups at 8 in. o.c.

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; g(x) = 8x – 7Find f(g(x)). (5 points)

; g(x) = 8x – 7Find f(g(x)). (5 points)

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