Steel Designer''''''''s Manual Part 5 pptx
Steel Designer''''s Manual Part 5 pptx
... a wide range of problems. References to Chapter 9 1. The Steel Construction Institute (SCI) (2001) Steelwork Design Guide to BS 59 50: Part 1: 2000, Vol. 1: Section Properties Member Capacities ... reading for Chapter 9 Brown D.G. (19 95) Modelling of Steel Structures for Computer Analysis. The Steel Construction Institute, Ascot, Berks. Steel Designers' Manual - 6th Edition...
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Steel Designer''''s Manual Part 6 pptx
... ¥ 98 457 ¥ 191 ¥ 89 457 ¥ 152 ¥ 82 406 ¥ 178 ¥ 74 356 ¥ 171 ¥ 67 356 ¥ 171 ¥ 67 356 ¥ 171 ¥ 57 3 05 ¥ 1 65 ¥ 54 3 05 ¥ 1 65 ¥ 54 3 05 ¥ 1 65 ¥ 46 3 05 ¥ 127 ¥ 48 3 05 ¥ 127 ¥ 48 3 05 ¥ 127 ¥ 42 3 05 ¥ 127 ... 10 1 25 ¥ 75 ¥ 8 1 25 ¥ 75 ¥ 8 100 ¥ 50 ¥ 6 100 ¥ 75 ¥ 8 100 ¥ 65 ¥ 7 80 ¥ 40 ¥ 6 65 ¥ 50 ¥ 5 200 ¥ 200 ¥ 18 200 ¥ 200 ¥ 16 200 ¥ 200 ¥ 16 150 ¥ 150 ¥ 12...
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Steel Designer''''s Manual Part 12 pptx
... two basic qualities of steel, grade S2 75 (yield = 275N/mm 2 ) and grade S 355 (yield = 355 N/mm 2 ) to BS EN 100 25. 1 Typical section sizes are presented in the Appendices. Steel H-piles are very ... are produced as line pipe to API 5L grades X52 (yield stress of 52 ksi,approximately equal to 355 N/mm 2 ) to X80 (yield stress of 80ksi, approximately equal to 55 5N/mm 2 ). 2 Tubular s...
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Steel Designer''''s Manual Part 1 pps
... version of this document call 01344 8727 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 (metres) In all instances the requirement ... 8727 75 or go to http://shop.steelbiz.org/ Preloaded countersunk HSFG bolts in S 355 : non-slip in service 1 258 Preloaded countersunk HSFG bolts in S 355 : non-slip under...
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Steel Designer''''s Manual Part 2 doc
... - 45. 02 8 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 4 3 .51 5. 70 ≤1≤-10 .54 6 4.84 ... + 158 ) = 43 75 L.L. = (5 ¥ 1688) + (4.0 ¥ 158 ) = 9072 NHF = 0 .5/ (100 ¥ 4) ¥ [(1.4 ¥ 43 75) + (1.6 ¥ 9072)] = 25. 8 Basement 1 D.L. = 2.64 ¥ (1688 + 158...
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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 3 45 15 250 455 12 . . t d p ≥ Ê Ë ˆ ¯ Ê Ë Á ˆ ¯ ˜ 250 3 45 yf 474 Plate girders Steel Designers' Manual - 6th Edition (2003) This material ... 2 75 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 of l LT up to which p b = p y 2 45 37 2 65 35...
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Steel Designer''''s Manual Part 8 potx
... 8727 75 or go to http://shop.steelbiz.org/ BEAM-COLUMN EXAMPLE 2 ROLLED UNIVERSAL BEAM DAN BS 59 50: Part 1 GWO 53 8 Worked examples The Steel Construction Institute Silwood Park, Ascot, Berks SL5 ... = =∞ >∞ tan 65 5 52 4 50 . . span depth adequate/ . .== 70 65 10 8 Steel Designers' Manual - 6th Edition (2003) This material is copyright - all rights reserved. Repr...
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Steel Designer''''s Manual Part 11 doc
... examples 7 95 Subject Chapter ref. Design code Sheet no. Made by Checked by No. 3 WEB CLEAT CONNECTION DBM BS 59 50 BD 26 1 The connection is between a 356 ¥ 171 ¥ 45UB (S2 75) beam and a 254 ¥ 254 ¥ ... 0.7p y K e A v,net 6.2.3 for grade S2 75 steel K e = 1.2 3.4.3 336kN > 92.5kN Shear capacity of angle cleat at the net section is adequate. \= ¥¥¥ = PkN kN v 0 7 2 75 1 2 1 456 1...
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Steel Designer''''s Manual Part 13 pdf
... BS 59 50: 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 59 50: Part ... 01344 8727 75 or go to http://shop.steelbiz.org/ 31.2.3 National structural steelwork specification (NSSS) The limitations of the tolerances specified in earlier versions of BS 59 50:...
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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 ... criteria. Part 2: Measuring stations and targets, Part 3: Check-lists for the procurement of surveys and measurement surveys. BS 59 64, BSI, London. 5. CIMStee...
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