Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 65
14847-84 = 9-82. 1512which the coroner … 14847-84 = 3-27, ^S ton-ft. of safety to ^^gg still insufficient to causefracture. The fellow hangerto the one that failed wastested subsequently and wasstated to have showed signs offailure with a bending mo-ment of 69090 Ib.-ins., but asn^.yzo 69090 ^ ^^ this would be jjgjy:gj= 4-66 times the…
Building · Structural analysis (Engineering)
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