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Ipe 330

This document provides cross-sectional properties for an IPE 330 steel beam. It lists key dimensions such as a depth of 330mm, width of 160mm, and thicknesses of the web and flanges. It also includes important metrics such as the sectional area, moments of inertia, radii of gyration, section moduli, shear areas, torsional properties, and plasticity factors. All properties are specified in metric units.
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100% found this document useful (1 vote)
285 views2 pages

Ipe 330

This document provides cross-sectional properties for an IPE 330 steel beam. It lists key dimensions such as a depth of 330mm, width of 160mm, and thicknesses of the web and flanges. It also includes important metrics such as the sectional area, moments of inertia, radii of gyration, section moduli, shear areas, torsional properties, and plasticity factors. All properties are specified in metric units.
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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 Cross-Section Properties

IPE 330
Geometry
IPE 330
Depth h 330.0 mm
 DIN 1025-5:1994-03; Euronorm 19-57
Width b 160.0 mm  --
Web thickness tw 7.5 mm 160.0

Flange thickness tf 11.5 mm

11.5
18.0
Inner depth between flanges hi 307.0 mm

Root fillet radius r1 18.0 mm


Depth of straight portion of web d 271.0 mm

330.0
Sectional Area y

Sectional area A 62.61 cm

7.5

Bending
Area moment of inertia about y-axis Iy 11767.00 cm
Area moment of inertia about z-axis Iz 788.10 cm
z
Polar area moment of inertia Ip 12555.10 cm [mm]
Radius of gyration about y-axis iy 137.1 mm

Radius of gyration about z-axis iz 35.5 mm

Polar radius of gyration ip 141.6 mm

Statical moment of area about y-axis max Sy 402.20 cm


Statical moment of area about z-axis max Sz 37.06 cm
Elastic section modulus about y-axis Wy 713.10 cm
Elastic section modulus about z-axis Wz 98.52 cm

Shear
Shear area in y-direction Ay 30.70 cm
Shear area in z-direction Az 23.80 cm

Torsion
Torsional constant It 27.59 cm
Secondary torsional constant It,s 7553.78 cm
Section modulus for torsion Wt 23.99 cm

Warping
Warping ordinate with respect to shear center max ω 127.40 cm
Warping constant with respect to shear center Iω 196090.00 cm
Warping radius of gyration with respect to shear center iω 39.5 mm

Warping section modulus with respect to shear center Wω 1539.17 cm


Warping statical moment with respect to shear center max Sω 586.04 cm

Stability
c/t ratio of flange c/tf 5.070 --

c/t ratio of web c/tw 36.100 --

Plasticity
Plastic section modulus about y-axis W pl,y 804.57 cm
Plastic section modulus about z-axis W pl,z 153.68 cm
Plastic warping section modulus with respect to shear W pl,ω 2344.16 cm
center
Plastic shape factor about y-axis αpl,y 1.128 --

Plastic shape factor about z-axis αpl,z 1.560 --

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

Plastic shear area in y-direction Apl,y 36.80 cm


Plastic shear area in z-direction Apl,z 23.89 cm
Plastic limiting normal force Npl 1471.631 kN

Plastic limiting shear force in y-direction Vpl,y 499.293 kN


Plastic limiting shear force in z-direction Vpl,z 324.099 kN

Plastic limiting bending moment about y-axis Mpl,y 189.07 kNm

Plastic limiting bending moment about z-axis Mpl,z 36.12 kNm

Other
Weight G 49.1 kg/m
Surface area per unit length Am 1.254 m /m
Volume V 6261.00 cm /m
Section factor Am/V 200.287 1/m

Web area Aw 23.03 cm


Flange hole diameter d0 26.0 mm
Flange hole spacing w 94.0 mm

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