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Compute the maximum bar spacing, s, to control for cracks in…

Compute the maximum bar spacing, s, to control for cracks in a one-way slab with 2 in. of clear cover and f​y​ = 66 ksi.

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The hardest way to test the bond strength of bars in a labor…

The hardest way to test the bond strength of bars in a laboratory is by the pull-out test.

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There are several types of stretching that can be used to ai…

There are several types of stretching that can be used to aid in flexibility. In particular, dynamic stretching is which of the following?

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A rectangular beam has a cross section of b = 16 in., h = 26…

A rectangular beam has a cross section of b = 16 in., h = 26 in., and d = 23.5 in. It is reinforced with five No. 6 Grade 60 bars. The concrete strength is 6,400 psi (normal weight). The beam has Grade 60 No. 3 stirrups. Determine the transformed cross-sectional area of the bars, Ast.

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70. Fill in the translations below. ô  é  è  ê  ë  à  â  ç …

70. Fill in the translations below. ô  é  è  ê  ë  à  â  ç  ï  î  ù  û  û  œ a woman = une [1]

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84. What is the verb that best fits the sentence below ? Nou…

84. What is the verb that best fits the sentence below ? Nous [1]  chouette.

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68. Fill in the translations below. ô  é  è  ê  ë  à  â  ç …

68. Fill in the translations below. ô  é  è  ê  ë  à  â  ç  ï  î  ù  û  û  œ a boy = un [1]

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Which of the following is not part of one of the five fundam…

Which of the following is not part of one of the five fundamentals of skiing?

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A rectangular beam has a cross section of b = 16 in., h = 30…

A rectangular beam has a cross section of b = 16 in., h = 30 in., and d = 27.5 in. It is reinforced with three No. 8 Grade 60 bars. The concrete strength is 7,900 psi (normal weight). The beam has Grade 60 No. 3 stirrups. Determine the cracked moment of inertia, Icr. The neutral axis location of the cracked beam (measured from the top of the beam) is 6.0334 in.

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A simply supported beam with dimensions of b = 14 in., h = 2…

A simply supported beam with dimensions of b = 14 in., h = 28 in., d = 25.5 in., and L = 23 ft supports a uniform service (unfactored) dead load of 1.708333 kips/ft including its own self weight plus a uniform service (unfactored) live load of 0.8 kips/ft. The beam is reinforced with four No. 7 Grade 60 bars. The concrete strength is 3,700 psi (normal weight). The beam has Grade 60 No. 3 stirrups. Using the effective moment of inertia, determine the immediate mid-span deflection of the beam due to the combined service loads (dead plus live).The effective moment of inertia Ie = 9,728.2 in.4.

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