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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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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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Paso 2 (3 pts) Alicia and Luis are still talking about their…

Paso 2 (3 pts) Alicia and Luis are still talking about their sport and activities preferences. Complete each sentence with the most appropriate verb in the infinitive. Note: An infinitive form of a verb is a word that ends in -ar, -er, -ir, for example, “estudiar”. 

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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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A classmate has suggested a beam design that has dimensions…

A classmate has suggested a beam design that has dimensions of b = 16 in., h = 22 in., and d = 19.5 in. and is reinforced with 4 No. 7 bars. Assuming a cover of 1.5 in. and a stirrup diameter of 0.5 in., does the reinforcement fit within a single row as suggested?

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If φVc = 24 kip and Vu = 33 kip, are stirrups required?

If φVc = 24 kip and Vu = 33 kip, are stirrups required?

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If φVc = 24 kip and Vu = 33 kip, are stirrups required?

If φVc = 24 kip and Vu = 33 kip, are stirrups required?

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Stirrups are unable to resist shear unless they are crossed…

Stirrups are unable to resist shear unless they are crossed by an inclined crack.

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Stirrups are unable to resist shear unless they are crossed…

Stirrups are unable to resist shear unless they are crossed by an inclined crack.

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Smaller diameter aggregate creates a rougher crack surface,…

Smaller diameter aggregate creates a rougher crack surface, allowing higher shear stresses to be transferred across cracks.

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