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025 Reduction 1.00 square inch 20 square inch 40 per cent A. B. Mean Alpha Portland cement Applied loads area after rupture Breech end broken stone broken surface granular broken surface silky cent of cement cent of original Character of broken Composition Compres crack cubic foot Diam diameter at point diameter of slice Elastic limit Elongation of inch Elongation per inch Exterior diameter Gauged length inch after rupture inch of original inch sections inch under strain Initial load internal strains Length of stem limit per square Marks metal middle of stem mortar Muzzle end neck Character original section pounds point of rupture pounds per square Present mean diameters Reduction in area Reduction in diameter RINGS ALL DETACHED rupture inch sand Sectional area sion strain at elastic strength per square Stresses per square Successive elongation perinch Successive permanent set summary surface fine silky Tensile strength Tube Ultimate strength Weight per cubic ООО