ASME BPVC section IXs

... CASTI Guidebook to ASME Section II, B31.1 & B31.3 - 2001 Materials Index iii CASTI PUBLICATIONS CASTI GUIDEBOOK SERIES™ Volume - CASTI Guidebook to ASME Section II, B31.1 & B31.3 - Materials Index ... Section III, Class 1, and Section VIII, Division CASTI Guidebook to ASME Section II, B31.1 & B31.3 - 2001 Materials Index Chapter Organization and the Use of S...

Ngày tải lên: 31/07/2014, 23:21

... 10-2 SECTION 10 FOUNDATIONS 10.1 SCOPE Provisions of this section shall apply for the design of spread footings, driven piles, and drilled shaft foundations The probabilistic LRFD basis of these ... should be determined in accordance with Table C10.4.6.4 Because of the importance of the discontinuities in rock, and the fact that most rock is much more discontinuous tha...

Ngày tải lên: 06/09/2012, 15:57

... 75 70 50 60 65 70 70–90 80 10 0 95 11 5 90 11 0 85 10 5 90 11 0 90 11 0 65 75 80 90 22 22 19 19 19 18 19 21 18 17 16 — — — — — — — 18 16 15 14 ‫ن‬ 1. 4 SECTION ONE TABLE 1. 1 Specified Minimum Properties ... maximum 11 ⁄4 maximum 11 ⁄4 maximum ‫ن‬ and and 1 5 1 5 1 5 50 46 42 50 46 42 70 67 63 70 67 63 21 21 21 21 21 21 18 18 18 18 — — 1 5 1 5 1 3 1 3 1 5 42...

Ngày tải lên: 18/10/2012, 16:13

... painting, and shipping 2. 10 BUILT-UP SECTIONS These are members made up by a fabricator from two or more standard sections Examples of common built-up sections are shown in Fig 2. 2 Built-up members are ... Society for Protective Coatings, Forty 24 th St., Pittsburgh, PA 1 522 2.) 2. 12 FABRICATION TOLERANCES Variations from theoretical dimensions occur in hot-rolled structural steel be...

Ngày tải lên: 18/10/2012, 16:13

... original force F FIGURE 3. 3 Resolution of a force in three dimensions 3. 3 3. 4 SECTION THREE Fx ϭ F cos ␣x (3. 2a) Fy ϭ F cos ␣y (3. 2b) Fz ϭ F cos ␣z (3. 2c) F ϭ ͙Fx2 ϩ Fy2 ϩ Fz2 (3. 2d ) where ␣x, ␣y, ... F1x ϩ F2x ϩ F3x (3. 3a) Ry ϭ ͚Fy ϭ F1y ϩ F2y ϩ F3y (3. 3b) Rz ϭ ͚Fz ϭ F1z ϩ F2z ϩ F3z (3. 3c) The magnitude of the resultant force R can then be determined from R ϭ ͙Rx2 ϩ Ry2 ϩ Rz2...

Ngày tải lên: 18/10/2012, 16:13

... 648 49 2 2 64 166 320 45 0 544 590 576 49 5 360 189 14, 406 31 59 81 94 95 81 49 152 292 40 8 48 8 520 49 2 392 217 135 261 369 45 0 49 5 49 5 44 1 329 175 12,288 79 152 213 256 275 2 64 217 128 95 1 84 261 320 ... 213 175 329 44 1 49 5 49 5 45 0 369 261 135 768 23 40 45 32 31 56 69 64 38 117 216 279 288 232 128 94 176 2 34 256 2 34 276 94 275 520 705 800 7 84 672...

Ngày tải lên: 18/10/2012, 16:13

... A5.1 or A5 .5 E70 15, E7016, E7018, E7028 E70 1 5- X, E7016-X, E7018-X AWS A5.17 or A5.23§ F7XX-EXXX F7XX-EXX-XX AWS A5.18 ER70S-X A572 grades 60 and 65 AWS A5 .5 E8016-X, E80 1 5- X E8018-X AWS A5.23§ ... E70 15, 16, 18C1L, C2L E8016, 18-C1, C2§ E8016, 18-C3§ E8018-W§ AWS A5 .5 E9018-M AWS A5.17 F6A0-EXXX F7A0-EXXX AWS A5.20 E6XT-1 ,5 E7XT-1 ,5 AWS A5.17 F7A0-EXXX AWS A5.20 E7XT-1 ,5 AW...

Ngày tải lên: 18/10/2012, 16:13

... 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 49 67 10 84 12 102 41 63 86 108 131 · 6. 6 SECTION ... ϩ 16 Ϫ 36 ϩ19 Ϫ42 ϩ22 Ϫ49 ϩ 26 Ϫ57 ϩ29 64 ϩ33 Ϫ73 10 ϩ17 Ϫ18 ϩ19 Ϫ20 ϩ24 Ϫ25 ϩ29 Ϫ30 ϩ34 Ϫ 36 ϩ40 Ϫ42 ϩ 46 Ϫ49 ϩ53 Ϫ57 60 64 68 Ϫ73 50 ϩ 16 Ϫ17 ϩ18 Ϫ19 ϩ22 Ϫ23 ϩ 26 Ϫ28 ϩ3...

Ngày tải lên: 18/10/2012, 16:13

... from Eq (7. 10), then is Fcr ϭ ͩ ͪ 0. 877 36 ϭ 11.19 ksi 1.682 From Eqs (7. 6) and (7. 7), the design strength is ␾Pn ϭ 0.85 ϫ 11 .7 ϫ 11.19 ϭ 111.3 kips Ͼ 1 07. 5 kips—OK 7. 9 7. 10 SECTION SEVEN 7. 8 STEEL ... Eqs (7. 6) and (7. 7), is ␾Pn ϭ 0.85 ϫ 5.58 ϫ 21. 17 ϭ 100.4 kips Ͼ 93.6 kips—OK DESIGN OF BUILDING MEMBERS 7. 6 7. 7 COMPARATIVE DESIGNS OF WIDE-FLANGE SECTION WITH AXIAL...

Ngày tải lên: 18/10/2012, 16:13

... should be 8. 34 SECTION EIGHT FIGURE 8. 32 Cable roofs (a) Cable-stayed cantilever roof; (b) single-layer cable-suspended roof; (c) double-layer cable-suspended roof FLOOR AND ROOF SYSTEMS 8. 35 taken ... systems are 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 Ste...

Ngày tải lên: 18/10/2012, 16:13

... LATERAL-FORCE DESIGN FIGURE 9. 9 Hysteretic behavior of three steel frames (a) Moment-resisting frame: (b) concentric braced frame: (c) eccentric braced frame 9. 19 9.20 SECTION NINE FIGURE 9. 9 Continued ... an 9. 6 SECTION NINE TABLE 9. 1 Coefficient Ce for Eq (9. 4) Exposure Height, ft* C D 0–15 20 25 30 40 60 80 100 120 160 200 300 400 1.06 1.13 1. 19 1.23 1.31 1.43 1.53 1.61 1....

Ngày tải lên: 18/10/2012, 16:13

... Eq 10. 50a† 10. 50d 10. 50f 10. 50h Unstiffened flanges Eq Eq Eq Eq 10. 50b 10. 50d 10. 50ƒ 10. 50h Double web shapes (back-to-back C’s or similar) All types of flanges Eq Eq Eq Eq 10. 50c 10. 50e 10. 50g 10. 50i ... singly-, doubly-, and point-symmetric sections is given by Eq 10. 25 These provisions apply to I-, Z-, C-, and other singly-symmetric sections, but not to multiple-web...

Ngày tải lên: 18/10/2012, 16:13