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 280
=Px CB,and the other is the twisting moment M =PxAC. Thelatter produces torsion in the journal at B and the formerproduces pure flexure or bending at the same section. Let CB be represented by / while e represents AC.The moment of pure bending at B will be ■ . M=Pl. ....... (i) 246 Art. 47.]… … / Fig. I k is the greatest intensity of bending stress at the dis-tance d from the neutral axis, while / is the moment ofinertia of the normal section of the shaft at B about thesame neutral axis, the following will be the value of k: Md_PldI ~ I • • • • ° k = (3) Again, if T is the greatest…
Strength of materials · Building materials
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