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Section Element Rotation Angle Mirror Material E (KN/MM 2)

This document provides information about the geometry and properties of a structural section composed of two steel sheets measuring 120 x 5 mm each rotated at 90 and 135 degrees. The overall dimensions of the section are 88 x 204 mm. The document then lists various geometric properties of the section including its cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and distances to its centroid and equal area axes.

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Rakesh7770
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51 views2 pages

Section Element Rotation Angle Mirror Material E (KN/MM 2)

This document provides information about the geometry and properties of a structural section composed of two steel sheets measuring 120 x 5 mm each rotated at 90 and 135 degrees. The overall dimensions of the section are 88 x 204 mm. The document then lists various geometric properties of the section including its cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and distances to its centroid and equal area axes.

Uploaded by

Rakesh7770
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as RTF, PDF, TXT or read online on Scribd
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Z

Section element Rotation angle Mirror Material E (kN/mm^2)


Sheet 120 x 5 90.0 Steel 205.0
Sheet 120 x 5 135.0 Steel 205.0

The overall dimensions of the section are 88 x 204 mm

Basic geometry of the section


Parameter Value
A Cross sectional area 1200.0 mm2
a Angle between Y-Z and U-V axes 22.51 deg
Iy Moment of inertia about axis parallel to Y 4076211.04 mm4
passing through centroid
Iz Moment of inertia about axis parallel to Z 876719.16 mm4
passing through centroid
It Torsional moment of inertia (St. Venant) 9398.48 mm4
iy Radius of gyration about axis parallel to Y 58.28 mm
passing through centroid
iz Radius of gyration about axis parallel to Z 27.03 mm
passing through centroid
Wu+ Max elastic modulus about U-axis 42902.55 mm3
Wu- Min elastic modulus about U-axis 42906.32 mm3
Wv+ Max elastic modulus about V-axis 8423.91 mm3
Wv- Min elastic modulus about V-axis 8426.36 mm3
Wpl,u Plastic modulus about U-axis 129972.29 mm3
Wpl,v Plastic modulus about V-axis 14239.81 mm3
Iu Moment of inertia about U-axis 4739913.12 mm4
Iv Moment of inertia about V-axis 213017.07 mm4
iu Radius of gyration about U-axis 62.85 mm
iv Radius of gyration about V-axis 13.32 mm
au+ Centroid to edge of compression zone along +ve 7.02 mm
U-axis
au- Centroid to edge of compression zone along -ve 7.02 mm
U-axis
av+ Centroid to edge of compression zone along +ve 35.75 mm
V-axis
av- Centroid to edge of compression zone along -ve 35.76 mm
V-axis
yM Distance to centroid along Y-axis ­24.21 mm
zM Distance to centroid along Z-axis 112.46 mm
yP Distance to equal area axis along Y-axis 257.31 mm
zP Distance to equal area axis along Z-axis ­334.7 mm
Intersection of separate parts is detected in the section. Calculation results may be incorrect.

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