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 286
rom eqs. (13^in eq. (12) gives Art. 47] COMBINED BENDING AND TORSION. tan 2i T = tan j; i/. 253 . (18) This last set of results relating to circular shafts will,in all ordinary cases, supply everything required for theoperations of design or of investigations regarding con-ditions of stress in… … Fig. 2. empirical quantities required to be used. The test piecesfrom which the ultimate resistance of the material is de-termined are always taken parallel to the axis of the shaft,but the greatest intensity of stress t found in the secondmethod has a direction inclined to that axis by the angle…
Strength of materials · Building materials
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