Greene, Charles E[zra] 1842- [from old catalog], Greene, Albert Emerson. [from old catalog] · Ann Arbor, Mich., Printed for the author · leaf 113
he addi- 50 . 60* . 3 tional deflection will be ^—- = 0.005 ii^-» too 8 . 1,400,000 .512 small a quantity to be of importance. In the majority of cases, the weight of the beam itself may be neglected, unless the span is long. M max. = ^{wiy. 5 {wi)P 107. Beam Supported at Both Ends; uniform load of… … DEFLECTION OF SIMPLE BEAMS. lOI To determine the constant of integration, we see from Fig. i6 that —- ^ o, when x = \L Thenax o = i/3 — M + C, or C = —tWI .-. ~ = B(|/x^ — ix — rV/n.ax - V^ = Y>{\lx^ — i^x — rhPx + C). As z; = o, when jc = o; C = o, and disappears. tor :r = o, or Jt = /, tan.…
Mechanics, Applied · Strength of materials
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