Steel Designer''''''''s Manual Part 7 pps

Steel Designer''''s Manual Part 7 pps

Steel Designer''''s Manual Part 7 pps

... under licence from The Steel Construction Institute on 12/2/20 07 To buy a hardcopy version of this document call 01344 872 775 or go to http://shop.steelbiz.org/ Chapter 17 Plate girders by TERENCE ... 0.0 m LT = 0. 57 Table 18 M — = 0. 57 ¥ 406 = 231.4 kNm For L E = 3.0m, M b = 288kNm Steelwork \ 288 > 231.4kNm OK Design Guide Vol 1 BC b= 377 /406 = 0.93 m LT = 0. 97 Table 18 M —...

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Steel Designer''''s Manual Part 1 pps

Steel Designer''''s Manual Part 1 pps

... 1 270 Weld group moduli – welds not in the plane of the force 1 271 Other elements Sheet pile sections Larssen sections 1 274 Frodingham sections 1 275 Box sheet piles 1 276 High modulus piles 1 277 H-piles ... Reproduced under licence from The Steel Construction Institute on 12/2/20 07 To buy a hardcopy version of this document call 01344 872 775 or go to http://shop.steelbiz.org/...

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Steel Designer''''s Manual Part 17 pps

Steel Designer''''s Manual Part 17 pps

... 92 140 72 74 75 76 76 79 80 81 81 82 84 85 85 86 87 145 69 70 71 71 72 75 76 76 77 77 79 80 80 81 81 150 65 66 67 68 68 71 71 72 72 73 75 75 76 76 76 155 62 63 63 64 65 67 67 68 68 69 70 71 71 72 72 160 ... 41.9 47. 1 52 .7 58 .7 64.9 71 .3 77 .8 300 32.1 34.6 37. 9 42.1 47. 0 52.4 58.2 64.5 71 .1 77 .9 84.9 325 37. 3 39.8 43.2 47. 4 52.4 58.0 64.1...

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Steel Designer''''s Manual Part 2 doc

Steel Designer''''s Manual Part 2 doc

... 169.3 ≤4≤ 18 169.3 71 18 100 192 169.3 ≤3≤ 14 169.3 71 18 100 192 169.3 ≤2≤ 10 169.3 71 18 100 192 169.3 ≤1≤ 6 211.6 71 18 100 288 253.9 G 1 27. 0 4 375 61 B1 4 873 68 B2 S19 47 S19 47 Wind and minimum ... 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...

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Steel Designer''''s Manual Part 5 pptx

Steel Designer''''s Manual Part 5 pptx

... Institute on 12/2/20 07 To buy a hardcopy version of this document call 01344 872 775 or go to http://shop.steelbiz.org/ CA I MFAB I M 3M A 0 (a) (b) (c) 312 Introduction to manual and computer ... version of this document call 01344 872 775 or go to http://shop.steelbiz.org/ 324 Introduction to manual and computer analysis elements and analysing the structure. 5 7 These methods are u...

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Steel Designer''''s Manual Part 6 pptx

Steel Designer''''s Manual Part 6 pptx

... 98 4 57 ¥ 191 ¥ 89 4 57 ¥ 152 ¥ 82 406 ¥ 178 ¥ 74 356 ¥ 171 ¥ 67 356 ¥ 171 ¥ 67 356 ¥ 171 ¥ 57 305 ¥ 165 ¥ 54 305 ¥ 165 ¥ 54 305 ¥ 165 ¥ 46 305 ¥ 1 27 ¥ 48 305 ¥ 1 27 ¥ 48 305 ¥ 1 27 ¥ 42 305 ¥ 1 27 ¥ ... ¥ 120 ¥ 8 120 ¥ 120 ¥ 8 100 ¥ 100 ¥ 8 100 ¥ 100 ¥ 8 90 ¥ 90 ¥ 8 90 ¥ 90 ¥ 7 90 ¥ 90 ¥ 7 75 ¥ 75 ¥ 6 75 ¥ 75 ¥ 6 70 ¥ 70 ¥ 6 60 ¥ 60 ¥ 5 50 ¥ 50 ¥ 4 50 ¥ 50 ¥ 4 1 BS 5950-...

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Steel Designer''''s Manual Part 8 potx

Steel Designer''''s Manual Part 8 potx

... part of column l y = 1600/43.8 = 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 ¥ 2060000 = 72 1 ¥ 10 6 Nmm 4.3.6.4 = 72 1kNm p c = ... purlins L Ex = 3 .74 m L Ey = 1.87m Try 150 ¥ 150 ¥ 10RHS For L Ex = 3 .74 m P cx = 1560kN Steelwork Design Guide For L Ey = 1.87m P cy = 1900kN Vol 1 P z = 1 970 kN M cx = M...

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Steel Designer''''s Manual Part 11 doc

Steel Designer''''s Manual Part 11 doc

... S 275 steel) Table 32 e = 40mm but 279 .7kN > 75 kN Therefore the bearing capacity of the web is adequate. PkN kN bs £ ¥¥ ¥ ¥ ¥ = 054104 076 460 1000 279 7 . . PkN kN bs = ¥¥ ¥ ¥ ¥ = 154102 076 460 1000 419 ... Reproduced under licence from The Steel Construction Institute on 12/2/20 07 To buy a hardcopy version of this document call 01344 872 775 or go to http://shop.steelbiz.org...

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Steel Designer''''s Manual Part 12 pptx

Steel Designer''''s Manual Part 12 pptx

... Construction Institute on 12/2/20 07 To buy a hardcopy version of this document call 01344 872 775 or go to http://shop.steelbiz.org/ (a) __ seal filler I,4 Ø7j7 /7 / seal gasket drain to bottom membrane (PVC, ... . W t K me me = ¥¥ ¥ ¥ [] 275 12 1 2 6 170 2 2 . KK k K me =+- () +- () È Î Í ˘ ˚ ˙ = 1 11 35 1 79 141 1 0 979 6 2 . L B K == = + = 406 170 238 238 238 1 0 97 4 4 . . . ....

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Steel Designer''''s Manual Part 13 pdf

Steel Designer''''s Manual Part 13 pdf

... The Steel Construction Institute on 12/2/20 07 To buy a hardcopy version of this document call 01344 872 775 or go to http://shop.steelbiz.org/ SECTION 7 WORKMANSHIP - ACCURACYOF FABRICATION 7. 1 PERMITTED ... Reproduced under licence from The Steel Construction Institute on 12/2/20 07 To buy a hardcopy version of this document call 01344 872 775 or go to http://shop.steelbiz.org/...

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