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Hea 360

This document provides cross-sectional properties for an HEA 360 steel beam. It includes the beam's geometry, areas, moments of inertia, radii of gyration, section moduli, shear areas, torsional properties, warping properties, stability ratios, plastic section properties, and other metrics like weight and surface area. All properties are specified in common units like mm, cm, kg, and kN.

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Loubna Darif
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205 views2 pages

Hea 360

This document provides cross-sectional properties for an HEA 360 steel beam. It includes the beam's geometry, areas, moments of inertia, radii of gyration, section moduli, shear areas, torsional properties, warping properties, stability ratios, plastic section properties, and other metrics like weight and surface area. All properties are specified in common units like mm, cm, kg, and kN.

Uploaded by

Loubna Darif
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

HEA 360
Geometry
HEA 360
Depth h 350.0 mm
 DIN 1025-3:1994-03; Euronorm 53-62
Width b 300.0 mm  --
Web thickness tw 10.0 mm 300.0

Flange thickness tf 17.5 mm

17.5
Inner depth between flanges hi 315.0 mm 27.0

Root fillet radius r1 27.0 mm


Depth of straight portion of web d 261.0 mm

350.0
Sectional Area y

Sectional area A 142.80 cm


10.0

Bending
Area moment of inertia about y-axis Iy 33090.00 cm
Area moment of inertia about z-axis Iz 7887.00 cm
z

Polar area moment of inertia Ip 40977.00 cm [mm]


Radius of gyration about y-axis iy 152.2 mm

Radius of gyration about z-axis iz 74.3 mm

Polar radius of gyration ip 169.4 mm

Statical moment of area about y-axis max Sy 1044.00 cm


Statical moment of area about z-axis max Sz 197.65 cm
Elastic section modulus about y-axis Wy 1891.00 cm
Elastic section modulus about z-axis Wz 525.80 cm

Shear
Shear area in y-direction Ay 88.30 cm
Shear area in z-direction Az 33.29 cm

Torsion
Torsional constant It 151.00 cm
Secondary torsional constant It,s 23366.00 cm
Section modulus for torsion Wt 86.29 cm

Warping
Warping ordinate with respect to shear center max ω 249.38 cm
Warping constant with respect to shear center Iω 2137700.00 cm
Warping radius of gyration with respect to shear center iω 72.2 mm

Warping section modulus with respect to shear center Wω 8572.23 cm


Warping statical moment with respect to shear center max Sω 3273.05 cm

Stability
c/t ratio of flange c/tf 6.740 --

c/t ratio of web c/tw 26.100 --

Plasticity
Plastic section modulus about y-axis W pl,y 2089.02 cm
Plastic section modulus about z-axis W pl,z 802.28 cm
Plastic warping section modulus with respect to shear W pl,ω 13092.19 cm
center
Plastic shape factor about y-axis αpl,y 1.105 --

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 105.00 cm


Plastic shear area in z-direction Apl,z 33.25 cm
Plastic limiting normal force Npl 3355.672 kN

Plastic limiting shear force in y-direction Vpl,y 1424.612 kN


Plastic limiting shear force in z-direction Vpl,z 451.127 kN

Plastic limiting bending moment about y-axis Mpl,y 490.92 kNm

Plastic limiting bending moment about z-axis Mpl,z 188.55 kNm

Other
Weight G 112.1 kg/m
Surface area per unit length Am 1.834 m /m
Volume V 14280.00 cm /m
Section factor Am/V 128.431 1/m

Web area Aw 31.50 cm


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

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