 Cross-Section Properties

HEB 340
Geometry
Depth h 340.0 mm
HEB 340
 DIN 1025-2:1995-11; Euronorm 53-62
Width b 300.0 mm
 --
Web thickness tw 12.0 mm 300.0

Flange thickness tf 21.5 mm

21.5
Inner depth between flanges hi 297.0 mm 27.0

Root fillet radius r1 27.0 mm

Depth of straight portion of web d 243.0 mm

340.0
Sectional Area y

Sectional area A 170.90 cm

12.0

Bending
Area moment of inertia about y-axis Iy 36656.00 cm
Area moment of inertia about z-axis Iz 9690.00 cm z

Polar area moment of inertia Ip 46346.00 cm

Radius of gyration about y-axis iy 146.5 mm

Radius of gyration about z-axis iz 75.3 mm

Polar radius of gyration ip 164.7 mm

Maximum statical moment of area about y-axis max Sy 1204.00 cm

Maximum statical moment of area about z-axis max Sz 242.53 cm
Elastic section modulus about y-axis Wy 2156.00 cm
Elastic section modulus about z-axis Wz 646.00 cm

Shear
Shear area in y-direction Ay 107.98 cm
Shear area in z-direction Az 35.71 cm

Torsion
Torsional constant It 262.00 cm
Secondary torsional constant It,s 26242.42 cm
Section modulus for torsion Wt 121.86 cm

Warping
Warping ordinate with respect to shear center max ω 238.87 cm
Warping constant with respect to shear center Iω 2405600.00 cm
Warping radius of gyration with respect to shear center iω 72.0 mm

Warping section modulus with respect to shear center Wω 10070.54 cm

Maximum warping statical moment with respect to shear center max Sω 3851.86 cm

Stability
c/t ratio of flange c/tf 5.440 --

c/t ratio of web c/tw 20.300 --

Plasticity
Plastic section modulus about y-axis W pl,y 2408.62 cm
Plastic section modulus about z-axis W pl,z 985.72 cm
Plastic warping section modulus with respect to shear center W pl,ω 15407.44 cm
Plastic section modulus of webs about y-axis W pl,y,webs 264.63 cm
Plastic section modulus of flanges about z-axis W pl,z,flanges 967.50 cm
Plastic shape factor about y-axis αpl,y 1.117 --

Plastic shape factor about z-axis αpl,z 1.526 --

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

Plastic shear area in y-direction Apl,y 129.00 cm

Plastic shear area in z-direction Apl,z 38.22 cm
Plastic limiting axial force Npl 4016.962 kN

Plastic limiting shear force in y-direction Vpl,y 1750.237 kN

Plastic limiting shear force in z-direction Vpl,z 518.559 kN

Plastic limiting bending moment about y-axis Mpl,y 566.02 kNm

Plastic limiting bending moment about z-axis Mpl,z 231.66 kNm

Other
Ultimate resistance to axial force Nu 4016.962 kN
Weight G 134.2 kg/m
Surface area per unit length Am 1.810 m /m
Volume V 17090.00 cm /m
Section factor Am/V 105.910 1/m

Web area Aw 35.64 cm

Flange hole diameter d0 39.0 mm
Flange hole spacing w 160.0 mm