Design data handbook
Structure Steel Design''''s Handbook 2009 part 1 docx
... Steel, Structural I Brockenbrough, R L II Merritt, Frederick S TA684.S79 19 94 624 .1 8 21 dc20 93-38088 CIP Copyright ᭧ 19 99, 19 94, 19 72 by McGraw-Hill, Inc All rights reserved Printed in the United ... length plf kg/m 1. 488 16 Mass/unit area psf kg/m2 4.882 43 Mass density pcf kg/m3 16 . 018 pound kip kip N N kN 4.448 22 4448.22 4.448 22 Force/unit length klf klf N/mm kN/m 14 ....
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Structure Steel Design''''s Handbook 2009 part 2 pptx
... 11 .20 12. 20 11.3 12. 23 12. 22 12. 22 12. 44 12. 21 12. 21 12. 8 12. 9 12. 45 12. 45 12. 46 12. 22 12. 42 12. 44 12. 21 12. 34 11.78 12. 169 12. 20 12. 20 12. 21 12. 20 12. 21 12. 21 12. 22 11.1 62 11.163 12. 1 12. 3 12. 5 ... 12. 127 12. 128 12. 138 12. 27 1.35 12. 48 12. 49 12. 52 12. 49 12. 49 12. 49 12. 49 12. 56 2. 24 2. 14 12. 54 12. 55 12. 48 12. 49 12. 54 12. 55 12. 52 12....
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Structure Steel Design''''s Handbook 2009 part 5 ppsx
... of parts and 3 .50 SECTION THREE FIGURE 3 .56 Steel lintel angle y1 and y2 ϭ vertical distance from the angle’s centroid to the centroid of parts and Substitution in Eq (3.88) gives ƒ ϭ 6.64x ϩ 5. 93y ... (3 .58 ) where ƒt ϭ stress at top of beam y ϭ distance from the neutral axis Substitution of Eq (3 .58 ) into Eq (3 .56 ) yields ͵ ct cb ƒt ƒt yb(y) dy ϭ ct ct ͵ ct yb(y) dy ϭ cb (3 .59 )...
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Structure Steel Design''''s Handbook 2009 part 6 pot
... 81 264 492 64 8 705 67 2 567 408 213 175 329 441 495 495 450 369 261 135 768 23 40 45 32 31 56 69 64 38 117 2 16 279 288 232 128 94 1 76 234 2 56 234 2 76 94 275 520 705 800 784 67 2 488 2 56 189 360 ... 115 72 59 112 153 1 76 175 144 81 213 408 567 67 2 705 64 8 492 264 166 320 450 544 590 5 76 495 360 189 14,4 06 31 59 81 94 95 81 49 152 292 408 488 520 492 392 217 135 261 36...
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Structure Steel Design''''s Handbook 2009 part 7 doc
... / M 270 M grade 250 AWS A5.1 or A5.5 E7016, E7018, or E7028, E7016X, E7018-X AWS A5.1 or A5.5 E7016, E7018, E7028, E7016X, or E7018-X AWS A5.1 E7016, E7018, E7028 AWS A5.5 E7016-X, E7018X, E7028-X, ... A588‡ (4 in and under) AWS A5.1 or A5.5§ E7015, E7016, E7018, E7028 E7015-X, E7016-X, E7018-X AWS A5. 17 or A5.23§ F7XX-EXXX F7XX-EXX-XX AWS A5.18 ER70S-X A 572 grades 60 and 65 AWS A5.5§ E801...
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Structure Steel Design''''s Handbook 2009 part 8 potx
... 10 50 12 48 22 27 31 33 34 37 42 57 35 40 43 45 49 56 77 42 49 53 56 61 70 98 49 58 63 66 72 84 119 29 35 33 36 38 41 47 64 45 50 53 55 59 66 87 54 61 65 68 73 82 110 63 72 77 80 86 98 133 32 ... (SF) 85 90 100 110 120 130 140 150 160 170 10 Ϫ59 ϩ16 Ϫ 68 ϩ19 Ϫ77 ϩ21 87 20 ϩ5 Ϫ19 ϩ6 Ϫ22 ϩ7 Ϫ27 8 Ϫ33 ϩ10 Ϫ39 ϩ12 Ϫ46 ϩ13 Ϫ53 ϩ15 Ϫ61 ϩ 18 Ϫ69 ϩ20 Ϫ 78 ϩ4 Ϫ14 ϩ5 Ϫ16 ϩ6 Ϫ19 ϩ7 Ϫ24 8...
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Structure Steel Design''''s Handbook 2009 part 9 pptx
... angles is An ϭ 5.72 Ϫ ϫ 3⁄8 ϫ 17 ⁄16 ϭ 4 .92 in2 and U ϭ Ϫ (x / L) ϭ Ϫ (0 / 9) ϭ 1.0 Ͼ 0 .9 Therefore, U ϭ 0 .9 The effective area is Ae ϭ UAn ϭ 0 .90 ϫ 4 .92 ϭ 4.43 in2 Ͼ 3.72 in2—OK 7.2.2 ASD for ... AISC ‘‘Manual of Steel Construction—LRFD’’ presents the following options: For the column of grade 36 steel, select a W14 ϫ 99 , with a design strength Pn ϭ 745 kips Cost ϭ 99 ϫ 18 ϫ 0...
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Structure Steel Design''''s Handbook 2009 part 10 potx
... reinforced with localized steel plates, pipes, or angles (Fig 8.15) (‘ Steel and Composite Beams with Openings,’’ Steel Design Guide Series no 2, American Institute of Steel Construction.) Composite ... described in Arts 8.4 to 8.7 8 .10 SECTION EIGHT FIGURE 8.8 Minimum requirements for composite action with concrete-encased steel framing 8.4 METAL ROOF DECK Steel- framed building...
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