Structure Steel Design''''''''s Handbook 2009 part 8 potx
Structure Steel Design''''s Handbook 2009 part 8 potx
... size, in A325 bolts A490 bolts 1 ⁄ 2 12 15 5 ⁄ 8 19 24 3 ⁄ 4 28 35 7 ⁄ 8 39 49 15164 1 1 ⁄ 8 56 80 1 1 ⁄ 4 71 102 1 3 ⁄ 8 85 121 1 1 ⁄ 2 103 1 48 Over 1 1 ⁄ 2 — 0.7 T.S. Equal to 70% of minimum ... Ϫ51 ϩ14 Ϫ59 ϩ16 Ϫ 68 ϩ19 Ϫ77 ϩ21 87 Roof 2 20 ϩ5 Ϫ19 ϩ6 Ϫ22 ϩ7 Ϫ27 8 Ϫ33 ϩ10 Ϫ39 ϩ12 Ϫ46 ϩ13 Ϫ53 ϩ15 Ϫ61 ϩ 18 Ϫ69 ϩ20 Ϫ 78 100 ϩ4 Ϫ14 ϩ5 Ϫ16 ϩ6 Ϫ19 ϩ7 Ϫ24 8 Ϫ 28 ϩ10 Ϫ33 ϩ11 Ϫ 3...
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Structure Steel Design''''s Handbook 2009 part 10 potx
... Arts. 8. 4 to 8. 7. 8. 16 SECTION EIGHT FIGURE 8. 15 Penetrations for ducts and pipes in beam or girder webs. (a) Rectangular open- ing, unreinforced. (b) Circular opening reinforced with a steel- pipe ... readily available in several grades of steel, including ASTM A36 and the higher-strength ASTM A572 and A992 steels. FLOOR AND ROOF SYSTEMS 8. 17 FIGURE 8. 17 Open-web steel joist...
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Structure Steel Design''''s Handbook 2009 part 14 potx
... 8 4.5 E Ј 5 .8 2.6 F 98 Source: Adapted from AREMA Manual, American Engineering and Maintenance-of-Way Association, 82 01 Corporate Drive, Suite 1125, Landover, MD 20 785 -2230. assumed that the structure ... FCM’s; 11.1 68 SECTION ELEVEN TABLE 11.31 Required Tension for Installed Bolts in Railroad Bridges Bolt size, in Tension, kips A 325 bolts A 490 bolts 3 ⁄ 4 28 35 7 ⁄ 8 39 49...
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Structure Steel Design''''s Handbook 2009 part 18 potx
... FOR FULLY LOADED STRUCTURE: 2,510 lb per ft TYPES OF STEEL IN STRUCTURE: Arch ribs and tie girders A514, A 588 , A441, A36 Floor system A 588 , A441, A36 OWNER: State of Oregon, Department of Transportation ENGINEER: ... sidewalks 704 Railings and parapets 470 Floor steel for roadway 80 0 Floor bracing 203 Arch trusses 2, 082 Arch bracing 580 Arch posts and bracing 6 08 TOTAL 8, 5...
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Structure Steel Design''''s Handbook 2009 part 1 docx
... inch foot mm mm 25.4 304 .8 Mass lb kg 0.45359 Mass/unit length plf kg/m 1. 488 16 Mass/unit area psf kg/m 2 4 .88 2 43 Mass density pcf kg/m 3 16.0 18 5 Force pound kip kip N N kN 4.4 48 22 44 48. 22 4.4 48 22 Force/unit ... Data Structural steel designer’s handbook / Roger L. Brockenbrough, editor, Frederick S. Merritt, editor.—3rd ed. p. cm. Includes index. ISBN 0-07-0 087 82-2 1....
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Structure Steel Design''''s Handbook 2009 part 2 pptx
... (see Loads) steel deck: attachment to framing 8. 8 cellular 8. 2 composite beams with 6. 68 7. 18 8.2 8. 16 8. 17 depths of 8. 2 diaphragm action with 8. 7 interlocking of 8. 8 minimum yield ... 6. 68 6.73 11.50 precast plank 8. 8 8. 9 8. 11 8. 12 12.3 prestressed plank 8. 8 8. 9 steel reinforcement for 11.50 11.70 11.71 strength of 7. 18 weig...
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Structure Steel Design''''s Handbook 2009 part 5 ppsx
... end, wL L wL L M ϭ M ϩϪϭ0 (3 .81 a) ͩͪͩͪͩͪͩͪ 48 24 2 3wL M ϭ (3 .81 b) 32 Also, the sum of the vertical forces must equal zero: wL wL F ϭϪϪV ϭ 0 (3 .82 a) y 24 wL V ϭ (3 .82 b) 4 Several important concepts ... L, as shown in Figs. 3.28c, 3.28d, and 3.28e, respectively. In practice, it is usually not convenient to derive equations for shear and bending-moment diagrams for a particular lo...
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Structure Steel Design''''s Handbook 2009 part 6 pot
... Eq. (4.116) New sag, ft 1 20.00 112.5 0.979 2 .81 22 .81 2 22 .81 98. 6 0 .86 4 2.19 22.19 3 22.19 101.4 0 .88 7 2.31 22.31 4 22.31 100 .8 0 .88 3 2.29 22.29 5 22.29 100.9 0 .88 4 2.29 22.29 FIGURE 4.15 Planar cable ... (4.137), [ 1 ⁄ 2 , 1 ⁄ 2 ] ϭ 1 ⁄ 48 . By Eq. (4.139), ( 1 ⁄ 2 , 1 ⁄ 4 ) ϭ ( 1 ⁄ 48 )( 11 ⁄ 8 ). Hence Eq. (4.143a) becomes 33 nh 45 5 ␦ ϭ P ϩ X (4.143b) ͩͪ 42 48EI 16...
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Structure Steel Design''''s Handbook 2009 part 7 doc
... bolts, in A Small tool Large tool 5 ⁄ 8 5 ⁄ 8 11 5 ⁄ 8 — 3 ⁄ 4 3 ⁄ 4 1 1 ⁄ 4 1 5 ⁄ 8 1 7 ⁄ 8 7 ⁄ 8 7 ⁄ 8 1 3 ⁄ 8 1 5 ⁄ 8 1 7 ⁄ 8 111 7 ⁄ 16 1 7 ⁄ 8 1 1 ⁄ 8 1 1 ⁄ 8 1 9 ⁄ 16 — 1 1 ⁄ 4 1 1 ⁄ 4 1 11 ⁄ 16 — plates ... thread, in 1 ⁄ 2 1.00 0.19 1.19 5 ⁄ 8 1.25 0.22 1.47 3 ⁄ 4 1. 38 0.25 1.63 7 ⁄ 8 1.50 0. 28 1. 78 1 1.75 0.31 2.06 1 1 ⁄ 8 2.00 0.34 2.34 1 1 ⁄ 4...
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