Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 176
SecC. area above AB= SOO scf ft. rfg. 476 r/q.477 … ••5^iSi V <,-^ 4SJ l_f stresses on the base AB when the reservoir is full. The material weighs 180 lbs.per cubic foot, and the sectional area above AB is 500 sq. ft.Answer. See Fig. 477. The stresses will be ^ ± ^ = ?5 ± ^ ^ ^* = 1-25 ± 1-68 = 2-93 tons per sq. ft. compression at B,and 0*43 ton…
Building · Structural analysis (Engineering)
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