The elasticity and resistance of the materials of engineering (1883)
Burr, William H. (William Hubert), 1851-1934 · New York, J. Wiley & sons · leaf 159
Art. 21.—Moments and Shears in Special Cases. Certain special cases of beams are of such common occur-rence, and consequently of such importance, that a somewhatmore detailed treatment than that already given may bedeemed desirable. The following cases are of this character. Case I. Let a… … i? = ^ P, and R = y P (I) Consequently, if x represents the distance of any section inRP from R, while x represents the distance of any section ofRP from R, the general values of the bending moments forthe two segments a and b of the beam will be : M = Rx, and M = Rx (2) These two moments become…
Strength of materials · Building materials
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