Martin, Louis Adolphe, 1880- · New York, J.Wiley & Sons, Inc.: [etc. etc.] · leaf 61
ad or reaction.Thus in the case illustrated in Fig. 15 the dangeroussection is at the wall where the greatest negative bend- IS)]/ ing moment is ; and in the case shown in Fig. 21 4° MECHANICS OF MATERIALS the dangerous section is - V$ inches to the right of the 3left abutment, where the maximum… … Fig. 25 Let / = span in inches, m = distance between the left abutment and the center of the load in inches,c = the length of the load in inches,and w = load in pounds per inch run. STRESSES IN BEAMS 41 Then the reactions are, at the left, —-*-- -> at the l . , , wcmnght, — • In this case three…
Mechanics
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