Steel Designer''''''''s Manual Part 8 potx
Steel Designer''''s Manual Part 8 potx
... 5950: Part 1 19 8 Made by RT Checked by GWO Worked examples 567 Try using 80 ¥ 40 ¥ 4 RHS І p c = 39N/mm 2 Table 27(a) Allowable compressive force P c = 39 ¥ 88 8 ¥ 10 -3 = 34.6kN > 33.8kN OK Use ... e=(275/355) 1/2 = 0 .88 these are: 8. 4 and 34.3 Actual b/T = 5. 98 Actual d/t = 41.2 \ d/t greater than limit for pure compression. However, actual loading is principally bending for...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 14 potx
... of the steel. Thick steels and steels which have been abrasive blast cleaned tend to produce heavier coatings. Additionally, the steel composition has an effect on the coating produced. Steels ... this document call 01344 87 2775 or go to http://shop.steelbiz.org/ 1 9 98 Erection Fig. 33.15 An erection pole used to build a transmission tower Steel Designers' Manual - 6th Editio...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 15 potx
... 70313 77344 87 891 750 465 48 581 86 6 982 3 77 581 85 339 96976 775 51200 64000 7 680 0 85 333 9 386 7 106667 80 0 56152 70 189 84 227 93 586 102945 116 982 82 5 61413 76766 92119 102354 112590 127943 85 0 66992 83 740 100 488 111654 ... 40690 44759 5 086 3 625 27463 343 28 41194 45771 503 48 57214 650 30755 384 43 46132 512 58 56 384 64072 675 34300 4 287 5 51450 57167 6 288...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 16 potx
... 684 0.7 38 11.2 12.5 ‡ 68. 3 87 .0 15.0 7.00 6630 3000 8. 73 5 .87 531 400 6 78 477 7310 704 0.736 10 .8 300 ¥ 100 6.0 ‡ 35 .8 45.6 45.0 11.7 4 780 84 2 10.2 4.30 3 18 1 68 411 188 2400 306 0.779 21 .8 8.0 ... 14.4 8. 45 949 652 1170 7 28 1 580 0 1130 1.17 16.3 10.0 ‡ 88 .4 113 35.0 15.0 23000 786 0 14.3 8. 36 1150 786 1430 88 8 19400 1370 1.16 13.1 12.0 ‡ 104 132 28. 3 11.7 26...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 1 pps
... Sheffield. In 19 68, 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 British Steel where ... the structural divi- sion of British Steel (now Corus) he chaired the BSI committee that formulated BS 5950 Part 8: Fire Resistant Design for structural steelwork and served on a num...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 2 doc
... ¥ (1 688 + 1 58) + (1.5 ¥ 189 .6) = 83 51 L.L. = (1.5 ¥ 1 688 ) + (4.0 ¥ 1 58) = 3164 NHF = 0.5/(100 ¥ 4) ¥ [(1.4 ¥ 83 51) + (1.6 ¥ 3164)] = 20.9 Plant room D.L. = 3.14 ¥ (1 688 + 1 58) + ( 18. 8 ¥ 189 .6) ... 1 D.L. = 2.64 ¥ (1 688 + 1 58) = 487 3 L.L. = (2.5 ¥ 1 688 ) + (4.0 ¥ 1 58) = 485 2 NHF = 0.5/(100 ¥ 4) ¥ [(1.4 ¥ 487 3) + (1.6 ¥ 485 2)] = 18. 2 86 Worked example Steel Designers&...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 5 pptx
... (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 ... Chapter 9 Brown D.G. (1995) Modelling of Steel Structures for Computer Analysis. The Steel Construction Institute, Ascot, Berks. Steel Designers' Manual - 6th Edition (2003)...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 6 pptx
... 487 1016 ¥ 305 ¥ 487 beam 1 1016 ¥ 305 ¥ 437 1016 ¥ 305 ¥ 437 1016 ¥ 305 ¥ 393 1016 ¥ 305 ¥ 393 914 ¥ 419 ¥ 388 610 ¥ 305 ¥ 2 38 610 ¥ 305 ¥ 2 38 610 ¥ 305 ¥ 179 533 ¥ 210 ¥ 122 457 ¥ 191 ¥ 98 457 ... 6.3 300 ¥ 200 ¥ 6.3 300 ¥ 200 ¥ 6.3 400 ¥ 200 ¥ 8 400 ¥ 200 ¥ 8 and 10 450 ¥ 250 ¥ 8 and 10 450 ¥ 250 ¥ 8 and 10 500 ¥ 300 ¥ 8 and 10 500 ¥ 300 ¥ 8 to 12.5 Square 200 ¥ 200 ¥ 5...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 7 pps
... Table 18 M — = 0.57 ¥ 406 = 231.4 kNm For L E = 3.0m, M b = 288 kNm Steelwork \ 288 > 231.4kNm OK Design Guide Vol 1 BC b=377/406 = 0.93 m LT = 0.97 Table 18 M — = 0.97 ¥ 406 = 393.8kNm But ... 229 ¥ 125UB u = 0 .87 3 r y = 4.98cm Steelwork Design Guide x = 34.0 S x = 3 680 cm 3 Vol 1 4.3.7.5 l/x = 145/34 = 4.26 v = 0 .85 Table 19 l LT = u v l \ l LT = 0 .87 3 ¥ 0 .85 ¥ 145 = 1 08 P b =...
Ngày tải lên: 10/08/2014, 12:21
Steel Designer''''s Manual Part 11 doc
... net v e , . ≥ 085 \= ¥¥ = PkN kN v 0 6 275 24 288 10 4007 52 3 . . Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from The Steel ... checked. for D t c D Dt for D t S D Dt mm w w w w == £ () > () () = ¥ () = 449 8 76 59 2 160000 54 3 275 160000 160000 449 8 449 8 7 6 346 8 3 33 . . . / . / . ./....
Ngày tải lên: 10/08/2014, 12:21