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" Stiffeners shall fit neatly between flanges of girders. Where tight fits are called for, the ends of the stiffeners shall be faced and shall be brought to a true contact bearing with the flange angles. "
Industrial Engineering: A Handbook of Useful Information for Managers ... - Page 274
by William Miller Barr - 1918
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Proceedings of the Board of Trustees of the Sanitary District of Chicago

Chicago Sanitary District. Board of Trustees - 1904 - 744 pages
...with riveted Intersections. Ends of lattice bars shall be properly cut and of neat appearance. 60. Web splice plates and fillers under stiffeners shall be cut to fit within oneeighth ( % ) of an inch of flange angles. 61. Web plates of girders and floor beams which have no...
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Manual of Recommended Practice for Railway Engineering and Maintenance of Way

American Railway Engineering and Maintenance-of-Way Association - 1907 - 308 pages
...stiffeners shall be faced and shall be brought to a true contact bearing with the flange angles. 124. Web splice plates and fillers under stiffeners shall be cut to fit within J^-in. of flange angles. 125. Web plates of girders, which have no cover plates, shall be flush with...
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The Design of Walls, Bins, and Grain Elevators

Milo Smith Ketchum - 1907 - 424 pages
...shall be brought to a true contact bearing with the flange angles. 38. Splice Plates and Fillers. — Web splice plates and fillers under stiffeners shall be cut to fit within £ inch of flange angles. 39. Web Plates. — Web plates of girders, which have no cover plates, shall...
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The Design of Highway Bridges and the Calculation of Stresses in Bridges Trusses

Milo Smith Ketchum - 1908 - 596 pages
...shall be brought to a true contact bearing with the Hange angles. 132. Splice Plates and Fillers. — Web splice plates and fillers under stiffeners shall be cut to fit within J in. of flange angles. 133. Web Plates. — \Veb plates of girders, which have no cover plates, shall...
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Types and Details of Bridge Construction: Specifications and standards for ...

Frank Woodward Skinner - 1908 - 318 pages
...faced and shall be brought to a true contact bearing with the flange angles. Splice Plates and Fillers. Web splice plates and fillers under stiffeners shall be cut to fit within £-in. of flange angles. Web Plates. Web plates of girders, which have no cover plates, shall be flush...
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The American Architect and Building News, Volume 86

1904 - 362 pages
...be brought to a true contact bearing with the flange angles. 31. — Splice Plates and Fillers. — Web splice plates and fillers under stiffeners shall be cut to fit within one-eighth of an inch of flange angles. 32. — Connection Angles. — Connection angles for floor...
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Types and Details of Bridge Construction: Specifications and standards for ...

Frank Woodward Skinner - 1908 - 314 pages
...faced and shall be brought to a true contact bearing with the flange angles. Splice Plates and Fillers. Web splice plates and fillers under stiffeners shall be cut to fit within £-in. of flange angles. Web Plates. Web plates of girders, which have no cover plates, shall be flush...
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Law and Business of Engineering and Contracting: With Numerous Forms and ...

Charles Evan Fowler - 1909 - 180 pages
...fit neatly between flanges of gi rders, and where tight fits are called for, the ends of stiffeners shall be faced and be brought to a true contact bearing...between ends of spliced web plates shall not exceed J inch. The several pieces forming one built member shall be straight and fit closely together. Finished...
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Law and Business of Engineering and Contracting: With Numerous Forms and ...

Charles Evan Fowler - 1909 - 180 pages
...fit neatly between flanges of girders, and where tight fits are called for, the ends of stiffeners shall be faced and be brought to a true contact bearing...fillers under stiffeners, shall be cut to fit within £ inch of flange angles. The clearance between ends of spliced web plates shall not exceed { inch....
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Law and Business of Engineering and Contracting: With Numerous Forms and ...

Charles Evan Fowler - 1909 - 180 pages
...fit neatly between flanges of girders, and where tight fits are called for, the ends of stiffeners shall be faced and be brought to a true contact bearing...flange angles. Web splice plates, and fillers under stiff eners, shall be cut to fit within £ inch of flange angles. The clearance between ends of spliced...
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