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Steel material: S275 Fy =275 N/mm 2 Fu =430 N/mm 2
Cross section: IPE 450
Ix = 33740 cm4 | Iy = 1676 cm4 | Jx = 66.87 cm4 | Cw = 791000 cm6 |
Wex = 1500 cm3 | Wpx = 1702 cm3 | A= 98.80 cm4 |
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d=450 mm | h=378.8 mm | bf = 190 mm | tf = 14.6 mm |
tw =9.4 mm | ix=184.8 mm | iy=41.2 mm |
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Control of Cross Section Conditions (TBDY 9.3.1)
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With the load combination Q-Ex-0.3ey + 1.2G + 0.2S + 0.3ez, required shear force is determined as Vu = 12818 kN. It has been shown above that the cross-sectional capacity is sufficient.
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