The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 126
the quarter-point, willbe found to be 3830 lbs. per linear foot. These simple instances show that the equivalent uni-form load varies from one case to another according tothe amount, distribution and position of the loading. Art. 22.—Moments and vShears in Special Cases. Certain special cases of… … Art. 22.] MOMENTS AND SHEARS IN SPECIAL CASES. 95 Case I. Let a non-continuous beam supporting a single weight P at any point be con-sidered, and let such abeam be represented inFig. I. If the span RRis represented by Fig I. l=a-\-h=RP-\-RT, the reactions i^ and R will be R=^P, and R^-^P (i)…
Strength of materials · Building materials
Internet Archive · Library of Congress · Public Domain Mark 1.0. Free to use for anything.
