Martin, Louis Adolphe, 1880- · New York, J.Wiley & Sons, Inc.: [etc. etc.] · leaf 116
x, we find 7 A Wli x = .42151 and ymaK = - .0054 — • All these results can best be summed up in diagrams ofS.F., B.M., slopes, and deflections shown in Fig. 48 (b),(c), (d), and (e) respectively. Exercise 104. Same conditions and requirements as inthe above example, except that the beam is… … Fig. 49 Here each wall must support one-half of the load, forthe sum of the vertical forces must be zero and by sym- Wmetry the reactions must be equal; thus Ri = R2 = — Moreover, as the ends of the beam are kept horizontal,equal moments Mi and Mi must act at the ends. 96 MECHANICS OF MATERIALS…
Mechanics
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