 Cross-Section Properties

IPE 160
Geometry
Depth h 160.0 mm
IPE 160
 DIN 1025:1965
Width b 82.0 mm
 Macsteel
Web thickness tw 5.0 mm 82.0

Flange thickness tf 7.4 mm

7.4
Inner depth between flanges hi 145.2 mm 9.0

Root fillet radius r1 9.0 mm

Depth of straight portion of web d 127.0 mm

160.0
Sectional Area y

Sectional area A 20.10 cm

5.0
Bending
Area moment of inertia about y-axis Iy 869.00 cm
Area moment of inertia about z-axis Iz 68.30 cm
z
Polar area moment of inertia Ip 937.30 cm
Radius of gyration about y-axis iy 65.8 mm

Radius of gyration about z-axis iz 18.4 mm

Polar radius of gyration ip 68.3 mm

Maximum statical moment of area about y-axis max Sy 62.00 cm

Maximum statical moment of area about z-axis max Sz 6.25 cm
Elastic section modulus about y-axis Wy 109.00 cm
Elastic section modulus about z-axis Wz 16.70 cm

Shear
Shear area in y-direction Ay 10.19 cm
Shear area in z-direction Az 7.30 cm

Torsion
Torsional constant It 3.62 cm
Secondary torsional constant It,s 595.82 cm
Section modulus for torsion Wt 4.89 cm

Warping
Warping ordinate with respect to shear center max ω 31.28 cm
Warping constant with respect to shear center Iω 3980.00 cm
Warping radius of gyration with respect to shear center iω 20.6 mm

Warping section modulus with respect to shear center Wω 127.23 cm

Maximum warping statical moment with respect to shear center max Sω 47.46 cm

Plasticity
Plastic section modulus about y-axis W pl,y 124.00 cm
Plastic section modulus about z-axis W pl,z 26.10 cm
Plastic warping section modulus with respect to shear center W pl,ω 189.83 cm
Plastic section modulus of webs about y-axis W pl,y,webs 26.35 cm
Plastic section modulus of flanges about z-axis W pl,z,flanges 24.88 cm
Plastic shape factor about y-axis αpl,y 1.138 --

Plastic shape factor about z-axis αpl,z 1.563 --

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

Plastic shear area in y-direction Apl,y 12.14 cm

Plastic shear area in z-direction Apl,z 7.63 cm
Plastic limiting axial force Npl 472.242 kN

Plastic limiting shear force in y-direction Vpl,y 164.658 kN

Plastic limiting shear force in z-direction Vpl,z 103.522 kN

Plastic limiting bending moment about y-axis Mpl,y 29.11 kNm

Plastic limiting bending moment about z-axis Mpl,z 6.13 kNm

Other
Ultimate resistance to axial force Nu 472.242 kN
Weight G 15.8 kg/m
Surface area per unit length Am 0.623 m /m
Volume V 2010.00 cm /m
Section factor Am/V 309.726 1/m

Web area Aw 7.26 cm