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 185
se shearing only in allthe ordinary cases of loaded beams can readily be com-puted by aid of the general eq. (9) of Art. 27. If ti isthe distance from the most remote fibre from the neu- 154 PLEXVRE. tCh. ii. tral axis of any normal section whose moment of inertiaabout the same axis is I, and if G… … Fig. I. In Fig. I let the cantilever, whose length is /, carry thesingle load P at its end, and the uniform load p perlinear unit. The shear at any section distant x from .4 isS =P ^px. The substitution of this value of 5 in eq. (i)will give w = 2 . (2) and if P only acts. If the uniform load only…
Strength of materials · Building materials
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