 Strips cut lengthwise or crosswise, to have an ultimate tensile strength of not less than 26 and not exceeding 30 tons per square inch of section, with an elongation of 20 per cent, in a length of 8 inches.  The Principles of Structural Design - الصفحة 56بواسطة George Kenneth Scott-Moncrieff - 1897عرض كامل - لمحة عن هذا الكتاب
 | Royal Philosophical Society of Glasgow - 1879 - عدد الصفحات: 636
...action of heat, to the extent of 12 per cent., under the following conditions:— " 1st. The material to have an ultimate tensile strength of not less than 26 and not more than 30 tons per square inch of section. " 2nd. A strip cut from every plute used in the construction of... | |
 | Royal Institution of Naval Architects - 1880 - عدد الصفحات: 338
...APPENDIX. ADMIRALTY TESTS FOR PLATE, ANGLE, BULB, AND BAR STEEL. Strips cut lengthwise or crosswise, to have an ultimate tensile strength of not less than 26 and not exceeding 30 tons per square inch of section, with an elongation of 20 per cent, in a length of 8 inches.... | |
 | James Stephen Jeans - 1880 - عدد الصفحات: 966
...as follows : — Tensile and Extension Teds. — 1. Strips cut lengthwise or crosswise of the plate to have an ultimate tensile strength of not less than 26, and not exceeding 30 tons per square inch of section, with an elongation of 20 per cent, in a length of 8 inches.... | |
 | 1880 - عدد الصفحات: 556
...APPENDIX. ADMIRALTY TESTS FOR PLATE, ANGLE, BULB, AND BAR STEEL. Strips cut lengthwise or crosswise, to have an ultimate tensile strength of not less than 26 and not exceeding 30 tons per square inch of section, with an elongation of 20 per ceni, in a length of 8 inches.... | |
 | Institution of Civil Engineers (Great Britain) - 1882 - عدد الصفحات: 582
...advantage. The Admiralty specification for plates and beams requires : — " Strips cut lengthwise to have an ultimate tensile strength of not less than 26 and not exceeding 30 tons per square inch of section, with an elongation of 20 per cent. in a length of 8 inches.... | |
 | United States. Bureau of Naval Personnel - 1883 - عدد الصفحات: 224
...APPENDIX. ADMIRALTY TESTS FOR PLATE, ANGLE, BULB, AND BAR STEEL. Strips cut lengthwise or crosswise, to have an ultimate tensile strength of not less than 26 and not exceeding 30 tons per square inch of section, with an elongation of 20 per cent. in a length of 8 inches.... | |
 | 1883 - عدد الصفحات: 568
...with advantage. The Admiralty specification for plates and beams requires : " Strips cut lengthwise to have an ultimate tensile strength of not less than 26 and not exceeding 30 tons per square inch of section, with an elongation of 20 per cent, in a length of 8 inches.... | |
 | Royal Institution of Naval Architects - 1885 - عدد الصفحات: 402
...the Schedule herewith. \ 17 ,, ly 'ff 1— -*| *,2. The rivets are to be made from steel bars having an ultimate tensile strength of not less than 26, and not more than 30 tons per square inch, with a minimum elongation THE STRENGTH OF PLATES AND RIVETS USED IN SHIPBUILDING.... | |
 | United States. Navy Department - 1885 - عدد الصفحات: 862
...BUILDING SHIPS FOR HER MAJESTY'S NAVY. ADMIRALTY, -Voremfter 3, 1880. Strips cut lengthwise or crosswise to have an ultimate tensile strength of not less than 26, and not exceeding 30, tons per square inch of section, with an elongation of 20 per cent, in a length of 8... | |
 | Albert Edward Seaton - 1886 - عدد الصفحات: 514
...for classification, the material is required to fulfil the following conditions : — 1. The material to have an ultimate tensile strength of not less than 26 and not more than 30 tons per square inch of section. 2. A strip cut from every plate used in the construction of the... | |
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