 | Law reports, digests, etc - 1902 - 2074 pages
...elongation 25 per cent, in 8 inches: minimum reduction of area at fracture 50 per cent.; shall bend 180 degrees flat on Itself without fracture on outside of bent portion. The finished bolts must be free from injurious seams, flaws, or cracks, and have a workmanlike finish.... | |
 | Joseph W. Bramwell - Building materials - 1896 - 398 pages
...per square inch. Elastic limit, not less than one-half the ultimate. Elongatlon, 26 per cent. Bending test, 180 degrees flat on itself without fracture on outside of bent portion. Soft Steel. — 8. Ultimate strength, 52,000 to 62,000 pounds per square inch. Elastic limit, not less... | |
 | Harry Huse Campbell - Steel - 1896 - 432 pages
...58000 pounds per square inch. Elastic limit, not less than one-half the ultimate strength. Bending test, 180 degrees, flat on itself, without fracture on outside of bent portion. Soft steel.— Ultimate strength, 52000 to 62000 pounds per square inch. Elastic limit, not less than... | |
 | John Butler Johnson - Building materials - 1897 - 846 pages
...inch. Elastic limit,.not loss than one half the ultimate strength. Elongation, 25 per cent. Bending test, 180 degrees flat on itself, without fracture...pounds per square inch. . Elastic limit, not less than one half the ultimate strength. Elongation, 22 per cent. Pin Steel. 12. Pins made from either of the... | |
 | John Butler Johnson - Building materials - 1897 - 866 pages
...inch. Elastic limit, not loss than one half the ultimate strength. Elongation, 25 per cent. Bending test, 180 degrees flat on itself, without fracture on outside of bent portion. Medium Steef. 11. Ultimate strength. 60,000 to 70,000 pounds per square inch. Elastic limit, not less than... | |
 | John Butler Johnson - Building materials - 1897 - 866 pages
...inch. Elastic limit, not less than one half the ultimate strength. Elongation, 26 per cent. Bending test, 180 degrees flat on itself, without fracture on outside of bent portion. Soft Steel. 10. Ultimate strength, 52,000 to 02,000 pounds per square inch. Elastic limit, not less... | |
 | John Butler Johnson - Building materials - 1897 - 840 pages
...limit, not less than one half the ultimate strength. Elongation, 25 per cent. Cold and Quench bends, 180 degrees flat on itself, without fracture on outside of bent portion. 11. Steel for boiler-rivets shall be made of the extra soft quality specified in paragraph No. 8. 12.... | |
 | James Nisbit Hazlehurst - Tanks - 1901 - 258 pages
...without fracture on outside of bent portion. 10. Soft Steel. — Ultimate strength, 52,000 to 62,000 pounds per square inch. Elastic limit, not less than one-half the ultimate strength. Elongation, 25 per cent. . Bending test, 1 80 degrees flat on itself, without fracture on outside of bent portion.... | |
 | William Frederick Durand - Marine engineering - 1901 - 738 pages
...cent. PHYSICAL PROPERTIES. Extra Soft and Boiler Rivet Steel. Ultimate Strength: 45,000 to 55,000 Ib. per square inch. Elastic Limit : Not less than one-half the ultimate strength. Elongation : 28 per cent. Cold and Quench Test : Bends 180 deg. flat on itself without fracture on outside of... | |
 | Cambria Steel Co - Building - 1901 - 448 pages
...inch. Elastic limit, not less than one-half the ultimate strength. Elongation, 26 per cent. Bending test, 180 degrees flat on itself, without fracture on outside of bent portion. S0FT STEEL. 10. Ultimate strength, 62 000 to 62 000 pounds per square inch. Elastic limit, not less... | |
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Bending test, 180 degrees flat on itself, without fracture on outside of bent portion. 72. Soft steel shall have: Ultimate strength, 52,000 to 62,000 pounds per square inch. Elastic limit, not less than one-half the ultimate strength. Elongation, 25 per... 
