IPE Euronorm 19-57; DIN 1025-5; ASTM A 6/A 6M SZS IPE b r1 h tf IPE - Beams y tw z Sectional Area Geometry Section IPE 300 h b tw tf hi r1 d k A Iy Iz Ip [mm] [mm] [mm] [mm] [mm] [mm] [mm] [mm] [cm2] [cm4] [cm4] [cm4] 300.0 150.0 7.1 10.7 278.6 15.0 248.6 26.0 8356.00 603.80 8959.80 53.81 Bending Section IPE 300 Bending Shear Torsion iy iz ip max Sy max Sz Wy Wz Ay Az It It,s Wt [mm] [mm] [mm] [cm3] [cm3] [cm3] [cm3] [cm2] [cm2] [cm4] [cm4] [cm3] 124.6 33.5 129.0 314.20 557.10 80.50 26.56 20.34 20.12 5456.27 18.80 30.24 1/4 Warping Section IPE 300 Plasticity max ω Iω iω Wω max Sω Wpl,y Wpl,z Wpl,ω αpl,y αpl,z αpl,ω Apl,y [cm2] [cm6] [mm] [cm4] [cm4] [cm3] [cm3] [cm4] [--] [--] [--] [cm2] 108.49 124260.00 37.2 1145.39 435.31 628.40 125.20 1741.22 1.128 1.555 1.500 32.10 2/4 Plasticity Section IPE 300 Other Apl,z Npl Vpl,y Vpl,z Mpl,y Mpl,z G Am V Am/V Aw w [cm2] [kN] [kN] [kN] [kNm] [kNm] [kg/m] [m2/m] [cm3/m] [1/m] [cm2] [mm] 20.54 1264.849 435.524 278.685 147.70 29.43 42.2 1.160 5381.00 215.573 19.78 80.0 3/4 4/4