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Keywords: YIELD
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G WILSON, G P MANNING, C E REYNOLDS, A J SUTTON PIPPARD, W A MITCHELL, K HAJNAL-KONYI, P W ABELES, J F BAKER, H V HILL, T C GRISENTHWAITE, R R MCILMOYLE, E S NEEDHAM, E SHEPLEY, J MCHARDY YOUNG
The Institution of Civil Engineers Engineering Division Papers (1944) 2 (10): 18–45.
Published: 01 January 1944
..., in fact, damned by the quite arbitrary choice of a load-factor of 2 .on an assumed yield stress of 18 tons per square inch in thestanchions when thegreatest possible stresses, bending anddirect, due to the worst possible arrangement of loads, were,acting. Under such an improbable arrangement of loads...
