Nonlinear Material Behavior of the Bridge Components - Finite Element Analysis and Design of Steel and Steel-Concrete Composite Bridges - page 56

Table 2.5 Nominal Values of Yield Strength f y and Ultimate Tensile Strength f u

Nominal Thickness of the Element t (mm)

t £ 40 mm 40 < t £ 80 mm

f y (MPa) f u (MPa) f y (MPa) f u (MPa)

Standard and Steel Grade

(a) For European Hot-Rolled Structural Steel Specified in EC3 [ 2.11 ]

EN 10025-2
S235 235 460 215 360

S275 275 430 255 410

S355 355 510 335 470

S450 440 550 410 550

EN 10025-3

S275 N/NL 275 390 255 370

S355 N/NL 355 490 335 470

S420 N/NL 420 520 390 520

S460 N/NL 460 540 430 540

EN 10025-4

S275 M/ML 275 370 255 360

S355 M/ML 355 470 335 450

S420 M/ML 420 520 390 500

S460 M/ML 460 540 430 530

EN 10025-5

S235 W 235 360 215 340

S355 W 355 510 335 490

EN 10025-6
S460 Q/QL/QL1 460 570 440 550

(b) For European Structural Hollow Sections Specified in EC3 [ 2.11 ]

EN 10210-1

S235 H 235 360 215 340

S275 H 275 430 255 410

S355 H 355 510 335 490

S275 NH/NLH 275 390 255 370

S355 NH/NLH 355 490 335 470

S420 NH/NHL 420 540 390 520

S460 NH/NLH 460 560 430 550

EN 10219-1

S235 H 235 360

S275 H 275 430

S355 H 355 510