Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 136
average of I5 tons per inch. Let x = breadth of gusset,then the moment of resistance will be 1| x a- x fa; = |a;^ and the greatest bending moment being 60 ton-ins., x = / ^ X b __ g.^g^^ say 9 ins., from the centre of the joint, or a total of, say, 10 ins. Thistruss without a tie would have the… … F/g. 393 r/g S3^
Building · Structural analysis (Engineering)
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