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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 321

An illustration from The elasticity and resistance of the materials of engineering, 1915, leaf 321
e constructed from data given on pages 597 and 605of the U. S. Report of Tests of Metals and Other Materi-als for 1899. These two cast-iron test specimens were of 288 TENSION. [Ch. VII. metal of superior or special grades, proposed to be usedfor ordnance purposes, as is indicated by the high… … .004 PER INCH The curve Oe has a fairly straight portion ha, the point arepresenting an intensity of stress of 7000 pounds, whilethe point h represents an intensity of 2000 pounds persquare inch. The cross-sectional area of this test speci-men was I square inch. The difference in strains at thetwo…

Strength of materials · Building materials

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