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Cambria steel; a handbook of information relating to structural steel manufactured by the Cambria steel company, containing useful tables, rules, data, and formulÆ for the use of engineers, architects, builders and mechanics; (1919)

Cambria Steel Co, Thackray, George E. (George Edward), b. 1856 · Philadelphia · leaf 394

An illustration from Cambria steel; a handbook of information relating to structural steel manufactured by the Cambria steel company, containing useful tables, rules, data, and formulÆ for the use of engineers, architects, builders and mechanics;, 1919, leaf 394
5 U 3f 6.88 8.64 71 91 5 li 3| 7.50 8.64 71 H 5 If 8.13 9.99 5 If 8.75 9.99 6 If 3f 6.75 8.64 71 10 6 ij 3f 7.50 8.64 71 9 6 if 8.25 9.99 6 li 9.00 9.99 For dimensions of heads corresponding to different-sized pins, see table ofEye Bars on page 377. Shortest length of bar permissible on account of… … X G >{ Ai — Area of Excess to form one Head = Plane Area of Head — AX. A, = ^-^ «■ R* + (4 R» - ^) Tan. 6 - .0698 R*.360 . V 4 / coe0 2R+£ 3R G = 5A. Log-^-0=7-940848-10-4A .0698 = 8.843855 - 10. Width ofBody of Bar. MinimnmThickness. Diameterof flead. Diameterof LargestPin Hole. Sectional Area…

Building · Building, Iron and steel · Steel, Structural

Internet Archive · Gerstein Library, University of Toronto · Public Domain Mark 1.0. Free to use for anything.

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