Cross-Section Properties
IPE 550
Geometry
Depth h 550.0 mm
IPE 550
DIN 1025-5:1994-03; Euronorm 19-57
Width b 210.0 mm
--
Web thickness tw 11.1 mm 210.0
Flange thickness tf 17.2 mm
17.2
24.0
Inner depth between flanges hi 515.6 mm
Root fillet radius r1 24.0 mm
Depth of straight portion of web d 467.6 mm
550.0
Sectional Area y
Sectional area A 134.40 cm
11.1
Bending
Area moment of inertia about y-axis Iy 67116.00 cm
Area moment of inertia about z-axis Iz 2668.00 cm
z
Polar area moment of inertia Ip 69784.00 cm
Radius of gyration about y-axis iy 223.5 mm
Radius of gyration about z-axis iz 44.5 mm
Polar radius of gyration ip 227.9 mm
Maximum statical moment of area about y-axis max Sy 1394.00 cm
Maximum statical moment of area about z-axis max Sz 95.39 cm
Elastic section modulus about y-axis Wy 2441.00 cm
Elastic section modulus about z-axis Wz 254.10 cm
Shear
Shear area in y-direction Ay 60.70 cm
Shear area in z-direction Az 57.29 cm
Torsion
Torsional constant It 121.70 cm
Secondary torsional constant It,s 41756.91 cm
Section modulus for torsion Wt 70.76 cm
Warping
Warping ordinate with respect to shear center max ω 279.72 cm
Warping constant with respect to shear center Iω 1861500.00 cm
Warping radius of gyration with respect to shear center iω 51.6 mm
Warping section modulus with respect to shear center Wω 6654.87 cm
Maximum warping statical moment with respect to shear center max Sω 2525.87 cm
Stability
c/t ratio of flange c/tf 4.390 --
c/t ratio of web c/tw 42.100 --
Plasticity
Plastic section modulus about y-axis W pl,y 2787.73 cm
Plastic section modulus about z-axis W pl,z 400.54 cm
Plastic warping section modulus with respect to shear center W pl,ω 10103.49 cm
Plastic section modulus of webs about y-axis W pl,y,webs 737.72 cm
Plastic section modulus of flanges about z-axis W pl,z,flanges 379.26 cm
Plastic shape factor about y-axis αpl,y 1.142 --
Plastic shape factor about z-axis αpl,z 1.576 --
Plastic shape factor with respect to shear center αpl,ω 1.500 --
Plastic shear area in y-direction Apl,y 72.24 cm
Plastic shear area in z-direction Apl,z 59.14 cm
Plastic limiting axial force Npl 3159.459 kN
Plastic limiting shear force in y-direction Vpl,y 980.133 kN
Plastic limiting shear force in z-direction Vpl,z 802.406 kN
Plastic limiting bending moment about y-axis Mpl,y 655.12 kNm
Plastic limiting bending moment about z-axis Mpl,z 94.14 kNm
Other
Ultimate resistance to axial force Nu 3159.459 kN
Weight G 105.5 kg/m
Surface area per unit length Am 1.877 m /m
Volume V 13440.00 cm /m
Section factor Am/V 139.658 1/m
Web area Aw 57.23 cm
Flange hole diameter d0 33.0 mm
Flange hole spacing w 124.0 mm
