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

The document provides geometric properties of an I-section beam composed of steel. It lists the dimensions as 400 x 424 mm and provides values for properties such as the cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and distances to centroids and axes. These properties characterize the shape and strength of the beam for structural analysis.

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66 views2 pages

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

The document provides geometric properties of an I-section beam composed of steel. It lists the dimensions as 400 x 424 mm and provides values for properties such as the cross-sectional area, moments of inertia, radii of gyration, elastic and plastic moduli, and distances to centroids and axes. These properties characterize the shape and strength of the beam for structural analysis.

Uploaded by

PAWAN
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as RTF, PDF, TXT or read online on Scribd
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Section element Rotation angle Mirror Material E (kN/mm^2)


S Shapes ISMB400 Steel 205.0
S Shapes ISMB400 Steel 205.0
Sheet 400 x 12 Steel 205.0
Sheet 400 x 12 Steel 205.0

The overall dimensions of the section are 400 x 424 mm

Basic geometry of the section


Parameter Value
A Cross sectional area 25300.0 mm2
a Angle between Y-Z and U-V axes ­0.0 deg
Iy Moment of inertia about axis parallel to Y 816620807.1 mm4
passing through centroid
Iz Moment of inertia about axis parallel to Z 405769990.3 mm4
passing through centroid
It Torsional moment of inertia (St. Venant) 1480047.15 mm4
iy Radius of gyration about axis parallel to Y 179.66 mm
passing through centroid
iz Radius of gyration about axis parallel to Z 126.64 mm
passing through centroid
Wu+ Elastic modulus about U-axis (+ve extreme) 3851984.88 mm3
Wu- Elastic modulus about U-axis (-ve extreme) 3851984.88 mm3
Wv+ Elastic modulus about V-axis (+ve extreme) 2028849.95 mm3
Wv- Elastic modulus about V-axis (-ve extreme) 2028849.95 mm3
Wpl,u Plastic modulus about axis parallel to U-axis 4312572.93 mm3
Wpl,v Plastic modulus about axis parallel to V-axis 2981975.34 mm3
Iu Moment of inertia about U-axis 816620807.1 mm4
Iv Moment of inertia about V-axis 405769990.3 mm4
iu Radius of gyration about U-axis 179.66 mm
iv Radius of gyration about V-axis 126.64 mm
au+ Centroid to edge of compression zone along +ve 80.19 mm
U-axis
au- Centroid to edge of compression zone along -ve 80.19 mm
U-axis
av+ Centroid to edge of compression zone along +ve 152.25 mm
V-axis
av- Centroid to edge of compression zone along -ve 152.25 mm
V-axis
yM Distance to centroid along Y-axis 200.0 mm
zM Distance to centroid along Z-axis 200.0 mm
yP Distance to equal area axis along Y-axis 200.0 mm
zP Distance to equal area axis along Z-axis 201.05 mm
Iyz Moment of inertia Iyz in the user coordinates 2.52435e­017 4
uP Distance to equal area axis along U-axis 0.0 mm
vP Distance to equal area axis along V-axis 1.05 mm

File: D:\PMW\Project\SUGAR FACTORIES\GM SUGAR FACORY\falling film\staad\FINAL\MB


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