Steel Designer''''''''s Manual Part 2 doc

... -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 3.51 5.70 ≤1≤-10.54 6 4.84 6 .20 G ... 8351 117 F (1) (2) 384 338.5 P P 38 25 3.9 9361 131 1 92 169.3 ≤8≤ 34 169.3 7118 100 1 92 169.3 ≤7≤ 30 169.3 7118 100 1 92 169.3 ≤6≤ 26 169.3 7118 100 1 92 169.3 ≤5≤ 22...

Ngày tải lên: 10/08/2014, 12:21

... 0.7p y K e A v,net 6 .2. 3 K e = 1 .2 A v,net = A v - nD h t = 320 6 - 4 ¥ 22 ¥ 7.6mm 2 = 25 37mm 2 \= ¥¥ = PkN kN v 0 6 27 5 320 6 1000 529 . Steel Designers' Manual - 6th Edition (20 03) This material ... tension. FkN kN t =- = 100 03 600 2 33 33 . . F M D F t cd =- 2 F D kNm kNm cd ¥= ¥ ¥ = > 2 600 307 8 2 1000 92 34 100 92 34 . . . If M F D cd >¥ 2 I...

Ngày tải lên: 10/08/2014, 12:21

... applications of steel 169 Towers and masts; Space frames; Cable structures; Steel in residential construction; Atria SECTION 2: STEEL TECHNOLOGY 6 Applied metallurgy of steel 22 2 Introduction; ... To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/ 40 35 unit weight 30 (kg/rn2 of floor area) 25 20 15 10 15 20 25 30 35 40 45 span...

Ngày tải lên: 10/08/2014, 12:21

... 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 ... MLL L MM MM Ax L = ¥ ¥ Ê Ë ˆ ¯ + ¥ ¥ Ê Ë ˆ ¯ =+ () += 23 2 2 3 6 2 2 6 2 2 MM A L AB i += 2 MM LA AB i + ¥= 2 x Fixed, built-in or encastré beams 329 Fig. 10.3...

Ngày tải lên: 10/08/2014, 12:21

... 127 ¥ 48 305 ¥ 127 ¥ 48 305 ¥ 127 ¥ 42 305 ¥ 127 ¥ 42 305 ¥ 127 ¥ 37 25 4 ¥ 146 ¥ 43 25 4 ¥ 146 ¥ 43 25 4 ¥ 146 ¥ 37 25 4 ¥ 146 ¥ 37 25 4 ¥ 146 ¥ 31 25 4 ¥ 1 02 ¥ 28 25 4 ¥ 1 02 ¥ 25 25 4 ¥ 1 02 ¥ 22 20 3 ... 1 02 ¥ 22 20 3 ¥ 133 ¥ 30 20 3 ¥ 133 ¥ 30 20 3 ¥ 133 ¥ 25 20 3 ¥ 133 ¥ 25 20 3 ¥ 1 02 ¥ 23 20 3 ¥ 1 02 ¥ 23 178 ¥ 1 02 ¥ 19 178 ¥ 1 02 ¥ 19 Steel Desi...

Ngày tải lên: 10/08/2014, 12:21

... of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/ 1.0 0.8 0.6 0,4 0 .2 UB 610 x 22 9 x 101 at bottom flange load at centroid 0 .20 .4 0.60.8 1.01 .2 1.4 1.61.8 2. 0 2. 22. 4 2. 6 XLI ling,high ... term L r fpx m y cy £ + ()() [] 38 130 27 5 36 22 1 2 /// 448 Beams Table 16.7 Maximum values of l LT for which p b = p y for rolled sections p y (N/mm 2 ) Value...

Ngày tải lên: 10/08/2014, 12:21

... 10 6 Nmm 4.3.6.4 = 721 kNm p c = 320 N/mm 2 Table 24 P cy = 320 ¥ 10400 = 3 328 ¥ 10 3 N 4.7.4 = 3 328 kN M M b = ¥ = 0 60 530 28 6 111 . . Steel Designers' Manual - 6th Edition (20 03) This material ... == 3500 15 9 22 0 . Steel Designers' Manual - 6th Edition (20 03) This material is copyright - all rights reserved. Reproduced under licence from The Steel Constru...

Ngày tải lên: 10/08/2014, 12:21

... m cc = ¥ ¥ === 669 10 600 20 0 558 498 02 3 22 ./,. ./ . W t K me me = ¥¥ ¥ ¥ [] 27 5 12 1 2 6 170 2 2 . KK k K me =+- () +- () È Î Í ˘ ˚ ˙ = 1 11 35 1 79 141 1 0 9796 2 . L B K == = + = 406 170 23 8 23 8 23 8 1 097 4 4 . . . . Steel ... mm ccu cu == = () 0 6 12 20 22 . / min / 828 ¥ 1.5 - 350 ¥ 0.3 = C (2. 0 - 0 .2) CkN= ¥- ¥ = 828 1 5 350 0 3 18 6 32 . 4.13.1 Steel...

Ngày tải lên: 10/08/2014, 12:21

... 5950: Part 2 and the NSSS. However, some of them are more detailed. 31 .2. 5 ISO 1071 -2 Steel structures: Part 2: Fabrication and erection This is very similar to ENV 1090-1 and BS 5950: Part 2. It ... Reproduced under licence from The Steel Construction Institute on 12/ 2 /20 07 To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/...

Ngày tải lên: 10/08/2014, 12:21

... from The Steel Construction Institute on 12/ 2 /20 07 To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/ I TP Structural performance in fire 1 021 Table ... licence from The Steel Construction Institute on 12/ 2 /20 07 To buy a hardcopy version of this document call 01344 8 727 75 or go to http://shop.steelbiz.org/ Safety 1007 Fig. 33 .21...

Ngày tải lên: 10/08/2014, 12:21