Steel Designer''''''''s Manual Part 6 pptx

... 82 4 06 ¥ 178 ¥ 74 3 56 ¥ 171 ¥ 67 3 56 ¥ 171 ¥ 67 3 56 ¥ 171 ¥ 57 305 ¥ 165 ¥ 54 305 ¥ 165 ¥ 54 305 ¥ 165 ¥ 46 305 ¥ 127 ¥ 48 305 ¥ 127 ¥ 48 305 ¥ 127 ¥ 42 305 ¥ 127 ¥ 42 305 ¥ 127 ¥ 37 254 ¥ 1 46 ¥ ... except Universal 10 16 ¥ 305 ¥ 487 10 16 ¥ 305 ¥ 487 beam 1 10 16 ¥ 305 ¥ 437 10 16 ¥ 305 ¥ 437 10 16 ¥ 305 ¥ 393 10 16 ¥ 305 ¥ 393 914 ¥ 419 ¥ 388 61 0 ¥ 305 ¥ 238 61 0 ¥ 30...

Ngày tải lên: 10/08/2014, 12:21

... (e.g. SCI Steelwork Design Guide, Vol. 1). 1 Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction ... procedure. WML MWL = = 16 16 p p or WL M 4 4qq= p W W L LL WL () == 22 4 qq Fig. 9.11 Centrally-loaded simply-supported beam Fig. 9.12 Encastré beam with a uniformly distributed load...

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... 5 350 0 3 17 66 9 66 9 350 828 191 66 9 10 63 0 12 88 3 2 . / 828 0 4 350 1 6 19 120 4 ¥- ¥ = . .kN fNmm c = ¥ ¥¥ = 63 2 10 04 06 10 263 3 6 2 ./ Steel Designers' Manual - 6th Edition (2003) ... LR 69 6, LR 744, LR 748, LR 765 (M. Emerson et al.)) Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced u...

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... Constructional Steelwork Association, the Steel Con- struction Institute and the Institution of Structural Engineers in the production of xxii Contributors Steel Designers' Manual - 6th Edition ... Sheffield. In 1 968 , he joined the United Steel Companies at Swinden Laboratories in Rotherham to work on the corrosion of stainless steels. The laboratories later became part of Bri...

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... d mm mm R -45.02 8 6. 00 6. 67 P -39.02 4 3.30 6. 06 ≤8≤-35.72 4 3. 46 5.78 ≤7≤-32. 26 4 3 .60 5. 56 6 -28 .66 4 3 .67 5.45 ≤5≤-24.99 4 3 .66 5. 46 ≤4≤-21.33 4 3 .66 5. 46 ≤3≤-17 .67 4 3 .62 5.52 ≤2≤-14.05 4 ... ratio Column F6 3 56 4 06 340 UC Below Floor 1 1.4 D + 1 .6 I + NHF Y 0 .65 Column F6 3 56 4 06 235 UC Above Floor 1 1.4 D + 1 .6 I + NHF Y 0 .67 Column F6 3 56 36...

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... 145 = 108 P b = 116N/mm 2 Table 20 M b = S x p b = 368 0 ¥ 10 3 ¥ 1 16 4.3.7.3 = 427 ¥ 10 6 Nmm = 427 kN m > 369 kN m OK l == = Lr Ey //.7200 49 8 145 Steel Designers' Manual - 6th Edition (2003) ... 37 265 35 275 34 325 32 340 31 365 30 415 28 430 27 450 26 Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced...

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... as 1.6m below top. For uppr part of column l y = 160 0/43.8 = 37 4.7.2 l/x = 37/41 .6 = 0.9 v = 0.99 Table 19 l LT = 0. 865 ¥ 0.99 ¥ 37 = 32 4.3 .6. 7 p b = 350N/mm 2 Table 18 M b = 350 ¥ 2 060 000 ... 2 060 000 = 721 ¥ 10 6 Nmm 4.3 .6. 4 = 721kNm p c = 320N/mm 2 Table 24 P cy = 320 ¥ 10400 = 3328 ¥ 10 3 N 4.7.4 = 3328kN M M b = ¥ = 0 60 530 2 86 111 . . Steel Designers' Manual...

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... adequate. PkN kN bs £ ¥¥¥¥ = 05 10 40 69 460 10 63 5 3 . . PkN kN bs = ¥¥ ¥ = 1 0 20 6 9 460 10 63 5 3 . Table 32 6. 3.3.3 Steel Designers' Manual - 6th Edition (2003) This material is ... checked. for D t c D Dt for D t S D Dt mm w w w w == £ () > () () = ¥ () = 449 8 76 59 2 160 000 54 3 275 160 000 160 000 449 8 449 8 7 6 3 46 8 3 33 . . . / . / . ./. . Ste...

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... unlikely to be issued as a BSI standard. 31.2 .6 BS 560 6 Guide to accuracy in building BS 560 6 is concerned with buildings generally and is not specific to steelwork. The 1990 version has been rewritten ... with partial penetration butt weld. (b) Finger shim Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from...

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... 15 30 60 60 60 60 systems shelf angle 15 30 60 60 60 60 floor partially 15 30 60 > ;60 > ;60 > ;60 encased protected 15 30 60 > ;60 > ;60 > ;60 beam Steel Designers' Manual - 6th Edition ... found in BS 4479: Part 6. EN ISO 1 461 , which replaces BS 729, is the specification of hot-dip galvanized coating for structural steelwork. This requires, for section...

Ngày tải lên: 10/08/2014, 12:21