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

The document describes the geometry of a steel section composed of sheets of varying dimensions totaling 384 x 489 mm. It provides the section properties including cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, distances to centroids and compression zones. Key parameters such as the section's dimensions, material properties and geometric properties are defined.

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Marius Miron
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61 views2 pages

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

The document describes the geometry of a steel section composed of sheets of varying dimensions totaling 384 x 489 mm. It provides the section properties including cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, distances to centroids and compression zones. Key parameters such as the section's dimensions, material properties and geometric properties are defined.

Uploaded by

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

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


angle
Sheet 100 x 16 Steel 205000.0
Sheet 100 x 16 Steel 205000.0
Sheet 457 x 16 90.0 Steel 205000.0
Sheet 184 x 16 Steel 205000.0
Sheet 184 x 16 Steel 205000.0
Sheet 457 x 16 90.0 Steel 205000.0
Sheet 100 x 16 Steel 205000.0
Sheet 100 x 16 Steel 205000.0

The overall dimensions of the section are 384 x 489 mm

Basic geometry of the section


Parameter Value
A Cross sectional area 26912.0 mm2
Angle between Y-Z and U-V axes -0.0 deg
Iy Moment of inertia about axis parallel to Y 942074946.67 4

passing through centroid


Iz Moment of inertia about axis parallel to Z 275084458.67 4

passing through centroid


It Torsional moment of inertia (St. Venant) 2136555.12 mm4
iy Radius of gyration about axis parallel to Y 187.1 mm
passing through centroid
iz Radius of gyration about axis parallel to Z 101.1 mm
passing through centroid
W u+ Elastic modulus about U-axis (+ve extreme) 3853067.27 mm3
W u- Elastic modulus about U-axis (-ve extreme) 3853067.27 mm3
W v+ Elastic modulus about V-axis (+ve extreme) 1432731.56 mm3
W v- Elastic modulus about V-axis (-ve extreme) 1432731.56 mm3
W pl,u Plastic modulus about axis parallel to U-axis 4576903.68 mm3
W pl,v Plastic modulus about axis parallel to V-axis 2525055.68 mm3
Iu Moment of inertia about U-axis 942074946.67 4

Iv Moment of inertia about V-axis 275084458.67 4

iu Radius of gyration about U-axis 187.1 mm


iv Radius of gyration about V-axis 101.1 mm
au+ Centroid to edge of compression zone along +ve 53.24 mm
U-axis
au- Centroid to edge of compression zone along -ve 53.24 mm
U-axis
av+ Centroid to edge of compression zone along +ve 143.17 mm
V-axis
av- Centroid to edge of compression zone along -ve 143.17 mm
V-axis
yM Distance to centroid along Y-axis 192.0 mm
zM Distance to centroid along Z-axis 228.5 mm
yP Distance to equal area axis along Y-axis 192.0 mm
zP Distance to equal area axis along Z-axis 228.5 mm
Iyz Moment of inertia Iyz in the user coordinates 0.0 mm4
uP Distance to equal area axis along U-axis 0.0 mm
vP Distance to equal area axis along V-axis 0.0 mm

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