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 89
f finite valueor indefinitely small. 62 FLEXURE. [Ch. II. Distribution of Shear in Circular and Other Sections. A number of special approximate investigations havebeen made to determine the distribution of shear in thecircular cross-section of a bent beam, involving more orless complicated… … Fig. 4. not closely consistent with the fundamental assumptionsof the Common Theory of Flexure. If the intensity of normal stress is the same at a uni-form distance from the neutral axis of the section, adjacentfibres equidistant from that axis will stretch the sameamount, eliminating all shearing…
Strength of materials · Building materials
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