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 181
moment at the dis-tance f/ from A is: M=^i^pP. ...... (23) I50 FLEXURE. [Ch. II. The point of greatest deflection will be found by placingthe second member of eq. (5) =0 and solving for x. Art. 30.—Direct Demonstration for Beams Fixed at Both Endsunder Uniform and Single Loads. Fig. I shows a… … FlG. I. zontal. The coordinate x is measured from the left-handend A of the beam as is also the distance al of the singleload P from the left end of the span. The length of thespan is / and the reactions or shears at the ends of thespan are indicated by R and R\ The fixing or constrain-ing moment…
Strength of materials · Building materials
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