Steel Designer''''''''s Manual Part 15 potx
Steel Designer''''s Manual Part 15 potx
... 40 -60 27 40 S460Q 550 460 150 -20 27 150 – – – – – – – 460QL to 460 150 -40 27 150 – – – – – – – S460QL1 720 460 150 -60 27 150 55F 550–700 450 40 -60 27 40 EN 10137: Part 2 also contains Grades ... 5149 5721 6293 7152 325 4288 5359 6431 7146 7860 8932 350 5273 6592 7910 8789 9668 10986 375 6400 8000 9600 10667 11733 13333 400 7677 9596 1151 5 12794 14074 159 93 425 9113 11391 1366...
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Steel Designer''''s Manual Part 8 potx
... 3.74m L Ey = 1.87m Try 150 ¥ 150 ¥ 10RHS For L Ex = 3.74m P cx = 156 0kN Steelwork Design Guide For L Ey = 1.87m P cy = 1900kN Vol 1 P z = 1970kN M cx = M cy = 102kN Steel Designers' Manual - 6th Edition ... 40 ¥ 4 RIHS l == 3500 15 9 220 . Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from The...
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Steel Designer''''s Manual Part 14 potx
... sections unprotected 15 15 15 15 15 15 beam slim floor 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 ... of the steel. Thick steels and steels which have been abrasive blast cleaned tend to produce heavier coatings. Additionally, the steel composition has an effe...
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Steel Designer''''s Manual Part 16 potx
... 25.8 152 ¥ 152 ¥ 37 37.0 161.8 154 .4 8.0 11.5 7.6 123.6 6.71 15. 5 6 84 20 0.912 24.7 152 ¥ 152 ¥ 30 30.0 157 .6 152 .9 6.5 9.4 7.6 123.6 8.13 19.0 5 84 18 0.901 30.0 152 ¥ 152 ¥ 23 23.0 152 .4 152 .2 ... 5.01 12.9 12 158 48 1.87 9.46 305 ¥ 305 ¥ 158 158 .1 327.1 311.2 15. 8 25.0 15. 2 246.7 6.22 15. 6 10 158 42 1.84 11.6 305 ¥ 305 ¥ 137 136.9 320.5 309.2 13.8 21.7 15. 2...
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Steel Designer''''s Manual Part 1 pps
... of common structural forms 15 Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute ... construction of steelwork 1311 Index 1323 Contents ix Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from...
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Steel Designer''''s Manual Part 2 doc
... cr =- () =ll/. . . 115 15 114 Worked example 89 Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction ... (1688 + 158 ) = 4375 L.L. = (5 ¥ 1688) + (4.0 ¥ 158 ) = 9072 NHF = 0.5/(100 ¥ 4) ¥ [(1.4 ¥ 4375) + (1.6 ¥ 9072)] = 25.8 Basement 1 D.L. = 2.64 ¥ (1688 + 158 ) = 4873 L.L. = (2.5 ¥...
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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)...
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Steel Designer''''s Manual Part 6 pptx
... 8 400 ¥ 400 ¥ 10 Rolled 200 ¥ 150 ¥ 15 steel 200 ¥ 150 ¥ 12 200 ¥ 150 ¥ 12 angles 200 ¥ 100 ¥ 15 200 ¥ 100 ¥ 12 200 ¥ 100 ¥ 12 200 ¥ 100 ¥ 10 200 ¥ 100 ¥ 10 150 ¥ 90 ¥ 10 150 ¥ 75 ¥ 10 125 ¥ 75 ¥ ... 7 80 ¥ 40 ¥ 6 65 ¥ 50 ¥ 5 200 ¥ 200 ¥ 18 200 ¥ 200 ¥ 16 200 ¥ 200 ¥ 16 150 ¥ 150 ¥ 12 150 ¥ 150 ¥ 12 150 ¥ 150 ¥ 10 150 ¥ 150 ¥ 10 120 ¥ 120 ¥ 10 120 ¥ 120 ¥ 8 120 ¥ 120 ¥ 8 10...
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Steel Designer''''s Manual Part 7 pps
... t d p >≥ Ê Ë ˆ ¯ Ê Ë Á ˆ ¯ ˜ £≥ Ê Ë ˆ ¯ Ê Ë Á ˆ ¯ ˜ 15 250 345 15 250 455 12 . . t d p ≥ Ê Ë ˆ ¯ Ê Ë Á ˆ ¯ ˜ 250 345 yf 474 Plate girders Steel Designers' Manual - 6th Edition (2003) This material ... 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 under licence from Th...
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Steel Designer''''s Manual Part 11 doc
... 10mm 10mm < 15. 8mm Therefore the punching shear capacity is adequate. t U p mm w s y Ï Ì Ó ¸ ˝ ˛ = Ï Ì Ó ¸ ˝ ˛ =10 6 410 275 15 8 tt U p fw s y £ Ï Ì Ó ¸ ˝ ˛ Steel Designers' Manual - 6th ... F D cd >¥ 2 If M F D cd <¥ 2 Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Reproduced under licence from The Steel Cons...
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