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 109
d + c + b ^ ^ R = W,j + W,-j- + W, J . . . . (2) A similar value may be written for R, but it is simplerafter having found one reaction to w^rite • R^W\ + W, + W,-R (3) The beam itself being supposed to have no weight, thebending moments at the points of application of the loadswill be M^=Ra,… … S=-R Fig. The bending moment produced by each weight will berepresented by the ordinates of the triangles shown in Fig. 2,the resultant moments at the points of application of theweights being given by eqs. (4). The ordinate CD repre-sents J/j in eqs. (4) by any convenient scale. SimilarlyFH…
Strength of materials · Building materials
Internet Archive · Library of Congress · Public Domain Mark 1.0. Free to use for anything.
