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Following your pitch presentation which of the following wou…

Following your pitch presentation which of the following would you expect an investor or pitch competition judge to ask about your team?

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Find the inverse of the function. f(x) = 2×3 – 4 (5 points)

Find the inverse of the function. f(x) = 2×3 – 4 (5 points)

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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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Compute φVn for the cross section shown. Assume f’c = 5,000…

Compute φVn for the cross section shown. Assume f’c = 5,000 psi, fyt = 40,000 psi, d = 28 in., w = 22.5 in., t = 4 in., and that there are four No. 7 longitudinal tension bars and No. 3 stirrups at 10 in. o.c.

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Assuming Vs does not exceed 4sqrt(f’c)bwd, the maximum spaci…

Assuming Vs does not exceed 4sqrt(f’c)bwd, the maximum spacing for vertical stirrups in the following beam is _____. Let b1 = 28 in., b2 = 14 in., d = 49 in., h1 = 4 in., h2 = 42 in., h3 = 8 in., and t = 7 in. There are six No. 6 longitudinal tension bars and No. 4 stirrups at 11 in. o.c.

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f(x) = 3x + 9, g(x) = 3×2 Find (fg)(x). (5 points)

f(x) = 3x + 9, g(x) = 3×2 Find (fg)(x). (5 points)

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Soft skills are invisible and difficult to measure.

Soft skills are invisible and difficult to measure.

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Which of the following is not a common type of splice?

Which of the following is not a common type of splice?

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The determination of whether a reinforced concrete floor sys…

The determination of whether a reinforced concrete floor system is classified as a one-way or two-way system is based on the ratio of the span lengths for the floor slab in the two principal horizontal directions.

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A simply-supported beam has a 3 kip/ft uniformly-distributed…

A simply-supported beam has a 3 kip/ft uniformly-distributed load over the left half of its 13-ft span. What is the magnitude of the shear force at midspan?

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