Thorpe, William Henry · London, E. & F.N. Spon, limited; New York, Spon & Chamberlain · leaf 63
on-dition the stresses work out at9 tons per square iuch shearon the rivets of the end dia-gonals, and 9 tons bearingpressure, the flange stress be-ing 5 • 7 tons per square inchon the net section. Without intending to throw any doubt upon the substantial truth of these III ^ results, it must be… … RIVETED CONNECTIONS. 49 worked out on the supposition of all cross-girders actingeach as two simple beams, and also for strict continuity, andare here tabulated, together with the conclusions given above. The cross-girders were moderately stressed, and the ten-sion on the rivets attaching them to…
Bridges
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