 Cross-Section Properties

IPE 300
Geometry
Depth h 300.0 mm
IPE 300
 DIN 1025-5:1994-03; Euronorm 19-57
Width b 150.0 mm
 --
Web thickness tw 7.1 mm 150.0

Flange thickness tf 10.7 mm

10.7
15.0
Inner depth between flanges hi 278.6 mm

Root fillet radius r1 15.0 mm

Depth of straight portion of web d 248.6 mm

300.0
Sectional Area y

Sectional area A 53.81 cm

7.1
Bending
Area moment of inertia about y-axis Iy 8356.00 cm
Area moment of inertia about z-axis Iz 603.80 cm
z
Polar area moment of inertia Ip 8959.80 cm
Radius of gyration about y-axis iy 124.6 mm

Radius of gyration about z-axis iz 33.5 mm

Polar radius of gyration ip 129.0 mm

Maximum statical moment of area about y-axis max Sy 314.20 cm

Maximum statical moment of area about z-axis max Sz 30.24 cm
Elastic section modulus about y-axis Wy 557.10 cm
Elastic section modulus about z-axis Wz 80.50 cm

Shear
Shear area in y-direction Ay 26.92 cm
Shear area in z-direction Az 19.70 cm

Torsion
Torsional constant It 19.75 cm
Secondary torsional constant It,s 5456.09 cm
Section modulus for torsion Wt 18.46 cm

Warping
Warping ordinate with respect to shear center max ω 108.49 cm
Warping constant with respect to shear center Iω 124260.00 cm
Warping radius of gyration with respect to shear center iω 37.2 mm

Warping section modulus with respect to shear center Wω 1145.39 cm

Maximum warping statical moment with respect to shear center max Sω 435.31 cm

Stability
c/t ratio of flange c/tf 5.280 --

c/t ratio of web c/tw 35.000 --

Plasticity
Plastic section modulus about y-axis W pl,y 628.51 cm
Plastic section modulus about z-axis W pl,z 125.22 cm
Plastic warping section modulus with respect to shear center W pl,ω 1741.22 cm
Plastic section modulus of webs about y-axis W pl,y,webs 137.77 cm
Plastic section modulus of flanges about z-axis W pl,z,flanges 120.37 cm
Plastic shape factor about y-axis αpl,y 1.128 --

Plastic shape factor about z-axis αpl,z 1.556 --

Plastic shape factor with respect to shear center αpl,ω 1.500 --

Plastic shear area in y-direction Apl,y 32.10 cm

Plastic shear area in z-direction Apl,z 20.54 cm
Plastic limiting axial force Npl 1264.849 kN

Plastic limiting shear force in y-direction Vpl,y 435.524 kN

Plastic limiting shear force in z-direction Vpl,z 278.685 kN

Plastic limiting bending moment about y-axis Mpl,y 147.70 kNm

Plastic limiting bending moment about z-axis Mpl,z 29.43 kNm

Other
Ultimate resistance to axial force Nu 1264.849 kN
Weight G 42.2 kg/m
Surface area per unit length Am 1.160 m /m
Volume V 5381.00 cm /m
Section factor Am/V 215.573 1/m

Web area Aw 19.78 cm

Flange hole diameter d0 24.0 mm
Flange hole spacing w 86.0 mm