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 129
tributed over the span. Eqs. (5) and (8) are much used in connection with thebending of ordinary non-continuous beams, whether solidor flanged; and such beams are frequently foimd. Case III. The third case to be taken is a cantilever imiformlyloaded; it is shown in Fig. 3. LetX be measured from the… … Fig. 3. If AB = /, the moment at B is ^ 2 (10) The negative sign is used to indicate that the lower sideof the beam is subjected to compression. In the two pre-ceding cases, evidently the upper side is in compression. The shear at any section is (11) Art. 23.) FORMULA OF COMMON THEORY OF FLEXURE.…
Strength of materials · Building materials
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