Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 46
llbe W/, and the intermediate moments will be ordinates to the triangleFitr. 83. The shear will, upon the principles previously laid down, beuniform throughout and equal to W, as in Fig. 84. A cantilever with auniformly distributed load of w per foot run, lbs., cwts., or tons, asFig. 85, will have…
Building · Structural analysis (Engineering)
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