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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1076 European standards for structural steels Table 5 Comparison between grades in EN 10137: Part 2: 1996 and BS 4360: 1990 EN 10137: Part 2: 1996 BS 4360: 1990 Grade Tensile Min yield Max thickness Charpy V-notch impacts Grade Tensile Min yield Max thickness Charpy V-notch impacts strength strength for specified (longitudinal) strength strength for specified (longitudinal) (Rm) (Re) yield strength (Rm) (Re) yield strength at t = 16 mm (Re) Temp Energy Max thickness at t = 16 mm (Re) Temp Energy Max thickness (N/mm 2 ) (mm) (°C) (J) (mm) (N/mm2 ) (mm) (°C) (J) (mm) 50 F 490–640 390 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 S500Q/QL/QL1, S550Q/QL/QL1, S620Q/QL/QL1, S690Q/QL/QL1, S890Q/QL/QL1 and S960Q/QL Table 6 Comparison between grades in EN 10155: 1993 and BS 4360: 1990 EN 10155: 1993 BS 4360: 1990 Grade Product nominal Tensile Min Charpy V-notch Grade Tensile Min yield Max thickness Charpy V-notch impacts thickness (mm) strength yield strength impacts strength strength for specified (longitudinal) (Rm) (Re) (longitudinal) (Rm) (Re) yield strength Flat Long at t = 16 mm Temp Energy at t = 16 mm (Ro) Temp Energy Max thickness Sections Bars (N/mm 2 ) (°C) (J) (N/mm 2 ) (mm) (°C) (J) (mm) Shapes S235J0W 100 40 100 340–470 235 0 27 – – – – – – – S235J2W 100 40 100 340–470 235 -20 27 – – – – – – – S355J0WP 12 40 – 490–630 355 0 27 WR50A ≥480 345 (1) 40 0 27 12 (2) S355J2WP 12 40 – 490–630 355 -20 27 – – – – – – – S355J0W 100 40 100 490–630 355 0 27 WR50B ≥480 345 345 0 27 50 S355J2G1W 100 40 100 490–630 355 -20 27 WR50C ≥480 345 345 -15 27 50 S355J2G2W 100 40 100 490–630 355 -20 27 WR50C ≥480 345 345 -15 27 50 S355K2G1W 100 40 100 490–630 355 -20 40 – – – – – – – S355K2G2W 100 40 100 490–630 355 -20 40 – – – – – – – (1) Up to and incl. 12 mm thick. Over 12 mm min yield strength of 325 N/mm 2 applies. (2) For round and square bar max thickness is 25 mm
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 'iw CA NTIL EV&S c b—4 a L I' L - Wx2 Wa Mmax 7 W Frjp Izçjg cwrved—raight I— ° W(&+/8a2b+/2ab3b3) 24E1 dmaxfJ(' ___ Bending moment, shear and deflection 1077 +Ja) _______________________ 2W I/A J/Q a b— c— ____ ____ L. L M i aj 4.— curved .4strai'ht f_- N ______ RAW dnaxjx c/C /5(1 5b umax. ,(/#
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