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A simply-supported beam has a 1 kip/ft uniformly-distributed…

A simply-supported beam has a 1 kip/ft uniformly-distributed load over the left half of its 11-ft span. What is the magnitude of the maximum shear force in the beam?

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

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

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(08.05 MC) A solution has a [OH−] of 1 × 10−12 M. What is th…

(08.05 MC) A solution has a [OH−] of 1 × 10−12 M. What is the [H3O+] of the solution?

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Unlike exact bond stresses, the average bond stresses vary f…

Unlike exact bond stresses, the average bond stresses vary from point to point between cracks.

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Find the exact real value of arcsin . (5 points)

Find the exact real value of arcsin . (5 points)

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There are no scheduled make-up classes or allowance to atten…

There are no scheduled make-up classes or allowance to attend another section for missed on-snow sessions. There are no exceptions for any reason, except for isolation/quarantine due to COVID.

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Per ACI 318 standards (Section 25.4.2.1 in 2014 edition) and…

Per ACI 318 standards (Section 25.4.2.1 in 2014 edition) and the homework, when calculating the development length of deformed bars, what is the minimum value of ld?

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Determine the bar-spacing factor, cb, for a simply supported…

Determine the bar-spacing factor, cb, for a simply supported rectangular beam with b = 18 in. and No. 4 stirrups. This beam has three No. 7 bars as longitudinal reinforcement. The clear cover is 2 in.

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Learners are encouraged to jump into assignments such as dis…

Learners are encouraged to jump into assignments such as discussions, activities, projects, and quizzes right away, before having read the chapters or watched videos/lectures.

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Determine the casting-position modification factor, ψt, for…

Determine the casting-position modification factor, ψt, for a rectangular beam with b = 16 in. and d = 20 in., five galvanized No. 7 Grade 60 tension-reinforcement bars placed in the top of the beam, and No. 3 Grade 60 stirrups located every 12 in. along the span. Assume 4,000-psi normal-weight concrete and a clear cover of 1.5 in.

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