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

The document summarizes the geometry of a structural section composed of steel sheets of varying thicknesses and orientations. It provides the dimensions, material properties, moments of inertia, radii of gyration, and other geometric properties of the overall cross-sectional shape. It notes that the section is composed of intersecting parts, which could impact the accuracy of calculated geometric properties.

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Pallab Datta
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48 views2 pages

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

The document summarizes the geometry of a structural section composed of steel sheets of varying thicknesses and orientations. It provides the dimensions, material properties, moments of inertia, radii of gyration, and other geometric properties of the overall cross-sectional shape. It notes that the section is composed of intersecting parts, which could impact the accuracy of calculated geometric properties.

Uploaded by

Pallab Datta
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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Section element Rotation angle Mirror Material E (kN/m^2)

Sheet 0.5 x 0.012 90.0 Steel 205000000.0


Sheet 0.25 x 0.008 Steel 205000000.0
Sheet 0.25 x 0.008 Steel 205000000.0
Sheet 0.5 x 0.012 90.0 Steel 205000000.0

The overall dimensions of the section are 0.25 x 1 m

Basic geometry of the section


Parameter Value
A Cross sectional area 0.02 m2
a Angle between Y-Z and U-V axes ­0.0 deg
Iy Moment of inertia about axis parallel to Y 0.000508085 m4
passing through centroid
4
Iz Moment of inertia about axis parallel to Z 2.09773e­005
passing through centroid
4
It Torsional moment of inertia (St. Venant) 6.22207e­007
iy Radius of gyration about axis parallel to Y 0.18 m
passing through centroid
iz Radius of gyration about axis parallel to Z 0.04 m
passing through centroid
Wu+ Elastic modulus about U-axis (+ve extreme) 0.00196932 m3
Wu- Elastic modulus about U-axis (-ve extreme) 0.00196932 m3
Wv+ Elastic modulus about V-axis (+ve extreme) 0.000167819 m3
Wv- Elastic modulus about V-axis (-ve extreme) 0.000167819 m3
Wpl,u Plastic modulus about axis parallel to U-axis 0.001766 m3
Wpl,v Plastic modulus about axis parallel to V-axis 0.000268 m3
Iu Moment of inertia about U-axis 0.000508085 m4
4
Iv Moment of inertia about V-axis 2.09773e­005
iu Radius of gyration about U-axis 0.18 m
iv Radius of gyration about V-axis 0.04 m
au+ Centroid to edge of compression zone along +ve 0.01 m
U-axis
au- Centroid to edge of compression zone along -ve 0.01 m
U-axis
av+ Centroid to edge of compression zone along +ve 0.12 m
V-axis
av- Centroid to edge of compression zone along -ve 0.12 m
V-axis
yM Distance to centroid along Y-axis 0.01 m
zM Distance to centroid along Z-axis 0.25 m
yP Distance to equal area axis along Y-axis 0.01 m
zP Distance to equal area axis along Z-axis 0.25 m
Iyz Moment of inertia Iyz in the user coordinates 0.0 m4
uP Distance to equal area axis along U-axis 0.0 m
vP Distance to equal area axis along V-axis 0.0 m

Intersection of separate parts is detected in the section. Calculation results may be incorrect.

File: D:\avijit\KAK.sec

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