Structural Steel Designers Handbook Part 14 pdf

... Thuan, Vietnam 1148 350 (2000) Batam—Tonton Indonesia 1148 350 1998 Tempozan Osaka, Japan 1148 350 1990 Ajigawa Br. Osaka, Japan 1148 350 1987 Duisburg-Neuenkamp Rhine R., Germany 1148 350 1970 Glebe ... Sichuan Prov., China 145 7 444 1991 Barrios De Luna Cordillera, Spain 144 4 440 1983 Tongling over Yangtze R. Tongling, Anhui Prov., China 141 7 432 1995 Kap Shui Mun 2 , 3 Hong Kong 141...

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... (b)in columns. (Source: Commentary on the Specification for the Design of Cold- Formed Steel Structural Members, American Iron and Steel Institute, Washington, DC, 1996, with permission.) Fig. 10.3c. As the ... on effective element. (Source: Specification for the Design of Cold-Formed Steel Structural Members, Amer- ican Iron and Steel Institute, Washington, DC, 1996, with permissio...

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Ngày tải lên: 10/08/2014, 12:21

... York) 3.49 GENERAL MATERIAL NONLINEAR EFFECTS Most structural steels can undergo large deformations before rupturing. For example, yielding in ASTM A36 steel begins at a strain of about 0.0012 in per ... respectively. (C. H. Norris et al., Elementary Structural Analysis; and F. Arbabi, Structural Analysis and Behavior, McGraw-Hill, Inc., New York.) INSTABILITY OF STRUCTURAL COMPONEN...

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... 14 6in Ͼ R Ͼ 2in D 14 2in Ͼ R E 14, 15 Detail base metal for transverse loading: equal thickness; reinforcement not removed R Ͼ 24 in C 14 24 in Ͼ R Ͼ 6in C 14 6in Ͼ R Ͼ 2in D 14 2in Ͼ R E 14, 15 Detail ... the steel deck. The slab thickness above the steel deck must be at least 2 in. The AISC LRFD specification indicates that for ribs perpendicular to the steel beam, concret...

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... reinforced with localized steel plates, pipes, or angles (Fig. 8.15). (‘ Steel and Composite Beams with Openings,’’ Steel Design Guide Series no. 2, Amer- ican Institute of Steel Construction.) Composite ... Thornton-Tomasetti Engineers, New York, New York Structural- steel framing provides designers with a wide selection of economical systems for floor and roof construction. Stee...

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... of specifications, designers should obtain advice from fabricators and contractors whenever possible. Also useful are steel- industry-developed rules-of-thumb intended to help designers. The following ... traffic lanes Concrete: On I-shaped steel beams S /7, S Յ 10† S /5.5, S Յ 14 On steel box girders W L ϭ 0.1 ϩ 1.7R ϩ 0.85 / N w ‡ Steel grid: Less than 4 in thick S/4.5 S /4 4 in o...

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... total of 1.25 ϫ 140 /100 ϭ 1.75 in. For the temperature range specified, the thermal movements expected are Expansion: 0.0000065 ϫ 50 ϫ 140 ϫ 12 ϭ 0.547 in Shortening: 0.0000065 ϫ 70 ϫ 140 ϫ 12 ϭ 0.763 ... 1,297(15) /(300 ϫ 66.03) L Total: ϭϪ26 ϭϪ12 ϭϪ18 Ϫ56 TABLE 12.41 Steel Stresses in G 1 , ksi Top of steel (compression) Bottom of steel (tension) DL:ƒ ϭ 1.767 ϫ 12 / 1,992 ϭ 11.03 b...

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... section to: Top of steel ϭ 30.75 Ϫ 7.25 ϭ 23.50 in Bottom of steel ϭ 31.50 ϩ 7.25 ϭ 38.75 in Top of concrete ϭ 23.50 ϩ 2ϩ 8.50 ϭ 34.00 in Section Modulus: Top of steel Bottom of steel Top of concrete S ... section to: Top of steel ϭ 30.75 Ϫ 19.33 ϭ 11.42 in Bottom of steel ϭ 31.50 ϩ 19.33 ϭ 50.83 in Top of concrete ϭ 11.42 ϩ 2 ϩ 8.50 ϭ 21.92 in Section Modulus: Top of steel Bott...

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... BRIDGES 14. 13 FIGURE 14. 2 Details of New River Gorge Bridge. ARCH BRIDGES 14. 17 FIGURE 14. 6 Details of Fremont Bridge. ARCH BRIDGES 14. 23 FIGURE 14. 12 Details of Sherman Minton Bridge. 14. 4 SECTION ... Division, U.S. Steel Corp. DATE OF COMPLETION: 1957 ARCH BRIDGES 14. 27 FIGURE 14. 16 Details of Fort Pitt Bridge. ARCH BRIDGES 14. 19 FIGURE 14. 8 Details of Roosevelt Lake...

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