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Given:
beam deminsions: flange width=22" FLANGE THICKNESS=7" WEB WIDTH=7" SECTION HEIGHT=40"
f'c=5000psi f'ci=3500psi fpu=270ksi Ap=eighteen 1/2" diam strands superimposed load=.85k/ft: 40' simple span Type I cement; moist cured Pretensioned beam Required:
1. Estimate prestress losses at midspan 90 days after release. (elastic shortening,creep,shrinkage,steel relaxation)
Convert the azimuth reading of 273.34º to a land bearing: Solution: Convert 273.34º to degrees minutes and seconds = 273º 20' 24" Next, convert the angle to orient to IV
For IRC Class AA loading in existing industrial areas, what is load (kN/m) has to applied base don the wheel loads. especially raft foundation & roads are at same level.
Modern marketing calls for more than just developing a good product, pricing it attractively, and making it available to target customers. Companies must also communicate with thei
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An earthwork contract was awarded to excavate and backfill the foundation of a proposed 50-ft by 50-ft office building. The existing grade elevation is 437.5-ft while the sub-base
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