Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 47
w per foot run, being nilin centre and — ^l at the far end, as in Fig. 93. with a concentrated load dividing the span I into the segments x andy, as Fig. 94, the maximum bending moment, calculated by leverage as before, will be W T under the load, and the remainder as ordinates x-k-yto the… … F 9 I*. 9C ■) F>g 9/ w per ft run S^ r3*^ i!£ F/g 32
Building · Structural analysis (Engineering)
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