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 137
e spans are represented by la and k; the vertical dis- * This equation is used in the next Art. for a short demonstration ofthe common form of the Theorem of Three Moments. o6 FLEXURE. [Ch. 11. tances of NQ from the points of support by c„, cj,, and c,;the moments at the same points by Ma, Mt, and… … Fig. 4. elbow at 6, before flexure, and that, at that point of sup-port, the tangent of its inclination to a horizontal line,toward the span la, is t, while f represents the tangent onthe other side of the same point of support; also let d and<i be the vertical distances, before bending takes…
Strength of materials · Building materials
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