Martin, Louis Adolphe, 1880- · New York, J.Wiley & Sons, Inc.: [etc. etc.] · leaf 125
eachspan are —wl, iwl; „wl, iwl; 28 28 28 28 -^wl, „wl; -j-wl, -wl. 28 28 28 28 The bending moments at the beginning of each span, the maximum bending moment in each span, and the bending moment at the end of each span are 121 .„ 168 „ 168 ,„■wr, —w/ , —tev., 1568 1568 1568 -^rzwP, — wl2; —wl2,… … ( (W Fig. 52 change to those snown by the dotted lines in Fig. 52 (a)and (b). Here the greatest shear is — wl and the maximum 28 bending moment is 1961568 at mid-span in each span. STATICALLY INDETERMINATE BEAMS I05 These diagrams illustrate the following facts: (a) thatthe greatest bending moments…
Mechanics
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