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DESIGN OF REINFORCED CONCRETE EXAM 1 QUESTIONS WITH 100% CORRECT ANSWERS

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DESIGN OF REINFORCED CONCRETE EXAM 1 QUESTIONS WITH 100% CORRECT ANSWERS

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DESIGN OF REINFORCED CONCRETE
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DESIGN OF REINFORCED CONCRETE

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RC is good / not good for long spans


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Not good




Portland Cement Type III

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High-early-strength cement with a HIGH heat of hydration; is twice as
strong as Type I in 24 hours; often used for shotcrete




Environmental loads?


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Wind, snow, rain, seismic, etc.




fc'


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Maximum compressive strength




RC is most / least economical material available for footings, basement walls, etc


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Most




Final deformation due to creep is _________ of original deflection


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DESIGN OF REINFORCED CONCRETE
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DESIGN OF REINFORCED CONCRETE

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