Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 249
Then stress in concrete c = W 46210 A+A„(ot-1) 81+1-76(15- 1) : 440 Ibp. per sq. in. Then taking ftC = 500 lbs. per sq. in., the maximum allowable = 7i;c(l +/sr)= 500(1 H- 1 X 16 X 0-003) = 525 lbs. per sq. iu. wiW 15 X 46910 The stress in the steel = £:fj^^;^^~i) = 81+1-76(15-^) = ^^^ ^^- P® ^^^ ■…
Building · Structural analysis (Engineering)
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