 | Frank Eugene Kidder - Building - 1909 - 1000 pages
...10 feet. "Flues should be supplied at each of the corners, and oftcner in case of a test-structure exceeding 250 square feet of grate surface, with sufficient...soon after construction as desired, but within forty clays. Artificial drying will be allowed if desired. "The floor is to be subjected to the continuous... | |
 | American Society for Testing Materials - Building materials - 1910 - 326 pages
...The underside of the construction under test must be not less than 9 ft. 6 in. nor more than 10 ft. above the grate level. The construction to be tested...fifty pounds per square foot, and no more. This load is to be uniformly distributed without arching effect, and is to be carried on the floor during the... | |
 | Building materials - 1913 - 420 pages
...The underside of the construction under test must be not less than 9 ft. 6 ins. nor more than 10 ft. above the grate level. The construction to be tested should be designed for a working load of 150 Ibs. per sq. ft., and no more. This load is to be uniformly distributed without arching effect,... | |
 | New York (State). Dept. of Labor - Arbitration, Industrial - 1915 - 668 pages
...be as near as possible to usual practice. The underside of the construction under test must be not less than 9 feet 6 inches nor more than 10 feet above...be tested should be designed for a working load of 150 pounds per square foot. The load is to be uniformly distributed in segregated piles without arching... | |
 | New York (State). - 1915 - 300 pages
...be as near as possible to usual practice. The underside of the construction under test must be not less than 9 feet 6 inches nor more than 10 feet above...be tested should be designed for a working load of 150 pounds per square foot. The load is to be uniformly distributed in segregated piles without arching... | |
 | New York (State). Industrial Commission - Arbitration, Industrial - 1916 - 824 pages
...be as near as possible to usual practice. The underside of the construction under test must be not less than 9 feet 6 inches nor more than 10 feet above...be tested should be designed for a working load of 150 pounds per square foot. The load is to be uniformly distributed in segregated piles without arching... | |
 | Materials - 1916 - 806 pages
...The underside of the construction under test shall be not less than 9 ft. 6 in. nor more than 10 ft. above the grate level. The construction to be tested should be designed for a working load of 150 Ib. per sq. ft., and no more. This load is to be uniformly distributed without arching effect,... | |
 | Engineers' Society of Western Pennsylvania - Assaying - 1913 - 896 pages
...American Society for Testing Materials, August 15, 1908. (See page 153, 1911 Year Book of the Society.) "The construction to be tested should be designed for a working load of 150 Ib., per sq. ft. and no more. This load is to be uniformly distributed without arching effect and... | |
 | American Society for Testing Materials - Building materials - 1912 - 628 pages
...The underside of the construction under test must be not less than 9 ft. 6 ins. nor more than 10 ft. above the grate level. The construction to be tested should be designed for a working load of 150 Ibs. per sq. ft., and no more. This load is to be uniformly distributed without arching effect,... | |
 | American Society for Testing and Materials - Building materials - 1916 - 778 pages
...The underside of the construction under test shall be not less than 9 ft. 6 in. nor more than 10 ft. above the grate level. The construction to be tested should be designed for a working load of 150 Ib. per sq. ft., and no more. This load is to be uniformly distributed without arching effect,... | |
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The distance between floor beams, or span of slab, may be varied according to the design of the system to be tested, and should be as near as possible to usual practice. The underside of the construction under test must be not less than 9 feet 6 inches... 