Steel Designer''''''''s Manual Part 1 pps

... data on corrosion 13 08 Codes and standards British and European standards covering the design and construction of steelwork 13 11 Index 13 23 Contents ix Steel Designers' Manual - 6th Edition ... sections Larssen sections 12 74 Frodingham sections 12 75 Box sheet piles 12 76 High modulus piles 12 77 H-piles 12 79 Floor plate design tables 12 80 Construction Fire informati...

Ngày tải lên: 10/08/2014, 12:21

... 14 5 = 10 8 P b = 11 6N/mm 2 Table 20 M b = S x p b = 3680 ¥ 10 3 ¥ 11 6 4.3.7.3 = 427 ¥ 10 6 Nmm = 427 kN m > 369 kN m OK l == = Lr Ey //.7200 49 8 14 5 Steel Designers' Manual - 6th Edition ... be adopted. Try 610 ¥ 229 ¥ 12 5UB u = 0.873 r y = 4.98cm Steelwork Design Guide x = 34.0 S x = 3680cm 3 Vol 1 4.3.7.5 l/x = 14 5/34 = 4.26 v = 0.85 Table 19 l LT = u v l \...

Ngày tải lên: 10/08/2014, 12:21

... 12 2 12 6 12 7 12 9 13 0 13 2 11 2 10 0 10 2 10 4 10 6 10 7 11 3 11 5 11 6 11 7 11 8 12 3 12 4 12 5 12 6 12 8 11 4 98 10 0 10 1 10 3 10 5 11 0 11 2 11 3 11 4 11 5 11 9 12 0 12 2 12 3 12 4 11 6 95 97 99 10 1 10 2 10 8 10 9 11 0 11 1 11 2 11 6 ... 11 7 11 8 11 9 12 0 11 8 93 95 97 98 10 0 10 5 10 6 10 7 10 8 10 9 11 3 11 4 11 5 11 6...

Ngày tải lên: 10/08/2014, 12:21

... 46 16 9.3 83 51 117 F (1) (2) 384 338.5 P P 38 253.9 93 61 1 31 192 16 9.3 ≤8≤ 34 16 9.3 711 8 10 0 19 2 16 9.3 ≤7≤ 30 16 9.3 711 8 10 0 19 2 16 9.3 ≤6≤ 26 16 9.3 711 8 10 0 19 2 16 9.3 ≤5≤ 22 16 9.3 711 8 10 0 19 2 16 9.3 ≤4≤ ... 10 0 19 2 16 9.3 ≤4≤ 18 16 9.3 711 8 10 0 19 2 16 9.3 ≤3≤ 14 16 9.3 711 8 10 0 19 2 16 9.3 ≤2≤ 10 16 9.3 711 8 10 0 19 2 16...

Ngày tải lên: 10/08/2014, 12:21

... total deflections at points 1, 2 and 3 due to P 1 ,P 2 and P 3 can be written as D 1 = P 1 f 11 + P 2 f 12 + P 3 f 13 D 2 = P 1 f 21 + P 2 f 22 + P 3 f 23 D 3 = P 1 f 31 + P 2 f 32 + P 3 f 33 Written ... becomes (9 .14 ) D D D 1 2 3 11 12 13 21 22 23 31 32 33 1 2 3 Ï Ì Ô Ó Ô ¸ ˝ Ô ˛ Ô = È Î Í Í Í ˘ ˚ ˙ ˙ ˙ Ï Ì Ô Ó Ô ¸ ˝ Ô ˛ Ô fff fff fff P P P Fig. 9 .19 Fl...

Ngày tải lên: 10/08/2014, 12:21

... 400 ¥ 10 Rolled 200 ¥ 15 0 ¥ 15 steel 200 ¥ 15 0 ¥ 12 200 ¥ 15 0 ¥ 12 angles 200 ¥ 10 0 ¥ 15 200 ¥ 10 0 ¥ 12 200 ¥ 10 0 ¥ 12 200 ¥ 10 0 ¥ 10 200 ¥ 10 0 ¥ 10 15 0 ¥ 90 ¥ 10 15 0 ¥ 75 ¥ 10 12 5 ¥ 75 ¥ 8 12 5 ... 8 10 0 ¥ 50 ¥ 6 10 0 ¥ 75 ¥ 8 10 0 ¥ 65 ¥ 7 80 ¥ 40 ¥ 6 65 ¥ 50 ¥ 5 200 ¥ 200 ¥ 18 200 ¥ 200 ¥ 16 200 ¥ 200 ¥ 16 15 0 ¥ 15 0 ¥ 12 15 0 ¥ 15 0 ¥...

Ngày tải lên: 10/08/2014, 12:21

... 3.74m L Ey = 1. 87m Try 15 0 ¥ 15 0 ¥ 10 RHS For L Ex = 3.74m P cx = 15 60kN Steelwork Design Guide For L Ey = 1. 87m P cy = 19 00kN Vol 1 P z = 19 70kN M cx = M cy = 10 2kN Steel Designers' Manual - ... curve b for p c Table 23 for l y = 12 8 p c = 10 3N/mm 2 Table 24 P cy = 10 3 ¥ 10 400 = 10 71 ¥ 10 3 N = 10 71kN 4.7.4 For b = 0/530 = 0 take m LT = 0.60 Table...

Ngày tải lên: 10/08/2014, 12:21

... 373mm 3 10 2.6kNm > 13 .2kNm Therefore the moment capacity of the notched beam is adequate. Applied moment kNm kNm = ¥+ () = 11 0 10 11 0 10 13 2 3 . \= ¥¥ = M kNm kNm CN 275 373 10 10 10 2 6 3 6 . MFtc cn ... 32 t p = 10 mm p bs = 460N/mm 2 Bearing capacity SP bs = 2 ¥ 11 0.4 + 4 ¥ 11 0.4kN = 662.4kN 662.4kN > 33.33kN Therefore the bearing capacity is adequate. PkN kN bs =...

Ngày tải lên: 10/08/2014, 12:21

... in Table 11 of BS 5950. CkN TkN n Nmm mm = ¥- ¥ = =+-= = ¥ ¥ = 828 1 5 350 0 3 17 669 669 350 828 19 1 669 10 630 12 88 3 2 . / 828 0 4 350 1 6 19 12 0 4 ¥- ¥ = . .kN fNmm c = ¥ ¥¥ = 632 10 04 06 10 263 3 6 2 ... 17 0 2 2 . KK k K me =+- () +- () È Î Í ˘ ˚ ˙ = 1 11 35 1 79 14 1 1 0 9796 2 . L B K == = + = 406 17 0 238 238 238 1 097 4 4 . . . . Steel Design...

Ngày tải lên: 10/08/2014, 12:21

... Institute on 12 /2/2007 To buy a hardcopy version of this document call 013 44 872775 or go to http://shop.steelbiz.org/ Chapter 31 Tolerances by COLIN TAYLOR 917 31. 1 Introduction 31. 1 .1 Why set ... detailed. 31. 2.5 ISO 10 71- 2 Steel structures: Part 2: Fabrication and erection This is very similar to ENV 10 90 -1 and BS 5950: Part 2. It is unlikely to be issued as a...

Ngày tải lên: 10/08/2014, 12:21