 Cross-Section Properties

IPE 120
Geometry
Depth h 120.0 mm
IPE 120
 DIN 1025:1965
Width b 64.0 mm
 Macsteel
Web thickness tw 4.4 mm 64.0

Flange thickness tf 6.3 mm

6.3
Inner depth between flanges hi 107.4 mm 7.0

Root fillet radius r1 7.0 mm

Depth of straight portion of web d 93.4 mm

120.0
Sectional Area y

Sectional area A 13.20 cm

4.4
Bending
Area moment of inertia about y-axis Iy 318.00 cm
Area moment of inertia about z-axis Iz 27.70 cm
z
Polar area moment of inertia Ip 345.70 cm
Radius of gyration about y-axis iy 49.0 mm

Radius of gyration about z-axis iz 14.5 mm

Polar radius of gyration ip 51.1 mm

Maximum statical moment of area about y-axis max Sy 30.35 cm

Maximum statical moment of area about z-axis max Sz 3.24 cm
Elastic section modulus about y-axis Wy 53.00 cm
Elastic section modulus about z-axis Wz 8.65 cm

Shear
Shear area in y-direction Ay 6.80 cm
Shear area in z-direction Az 4.78 cm

Torsion
Torsional constant It 1.74 cm
Secondary torsional constant It,s 219.62 cm
Section modulus for torsion Wt 2.76 cm

Warping
Warping ordinate with respect to shear center max ω 18.19 cm
Warping constant with respect to shear center Iω 894.00 cm
Warping radius of gyration with respect to shear center iω 16.1 mm

Warping section modulus with respect to shear center Wω 49.14 cm

Maximum warping statical moment with respect to shear center max Sω 18.34 cm

Plasticity
Plastic section modulus about y-axis W pl,y 60.70 cm
Plastic section modulus about z-axis W pl,z 13.60 cm
Plastic warping section modulus with respect to shear center W pl,ω 73.35 cm
Plastic section modulus of webs about y-axis W pl,y,webs 12.69 cm
Plastic section modulus of flanges about z-axis W pl,z,flanges 12.90 cm
Plastic shape factor about y-axis αpl,y 1.145 --

Plastic shape factor about z-axis αpl,z 1.572 --

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

Plastic shear area in y-direction Apl,y 8.06 cm

Plastic shear area in z-direction Apl,z 5.00 cm
Plastic limiting axial force Npl 310.498 kN

Plastic limiting shear force in y-direction Vpl,y 109.410 kN

Plastic limiting shear force in z-direction Vpl,z 67.877 kN

Plastic limiting bending moment about y-axis Mpl,y 14.27 kNm

Plastic limiting bending moment about z-axis Mpl,z 3.19 kNm

Other
Ultimate resistance to axial force Nu 310.498 kN
Weight G 10.4 kg/m
Surface area per unit length Am 0.475 m /m
Volume V 1320.00 cm /m
Section factor Am/V 359.987 1/m

Web area Aw 4.73 cm