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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 346

An illustration from The elasticity and resistance of the materials of engineering, 1915, leaf 346
tio between in-tensity of stress and rate of strain is essentially constant.It has already been shown and stated that the true elasticlimit is from 2000 to 3000 or 4000 pounds per square inchbelow the stretch-limit or yield-point. The stretch-limit isso readily observed without delaying the… … Fig. 2. The elastic properties of three grades of steel are ex-hibited graphically in Fig. 2. The curved lines representthe tensile strains of the steel specimens at the intensitiesof stresses shown. The vertical ordinates are intensitiesof stress and the horizontal ordinates the rates of…

Strength of materials · Building materials

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