Thorpe, William Henry · London, E. & F.N. Spon, limited; New York, Spon & Chamberlain · leaf 72
Fm. il. Fig. 42. tributed. The author has no very definite information insupport of this contention, but suggests that for doubleshear the permissible bearing pressure may probably be asmuch as 50- per cent, greater than for rivets in single shear;the difference being made rather in the direction…
Bridges
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