V
Section element Rotation Mirror Material E
angle (mton/cm^2)
S Shapes ISMB600 Steel 2090.27
S Shapes ISMB600 Steel 2090.27
S Shapes ISMB600 Steel 2090.27
S Shapes ISMB600 Steel 2090.27
The overall dimensions of the section are 84 x 60 cm
Basic geometry of the section
Parameter Value
2
A Cross sectional area 616.0 cm
Angle between Y-Z and U-V axes -0.0 deg
4
Iy Moment of inertia about axis parallel to Y 361040.0 cm
passing through centroid
Iz Moment of inertia about axis parallel to Z 349865.98 cm4
passing through centroid
4
It Torsional moment of inertia (St. Venant) 682.36 cm
iy Radius of gyration about axis parallel to Y 24.21 cm
passing through centroid
iz Radius of gyration about axis parallel to Z 23.83 cm
passing through centroid
3
Wu+ Elastic modulus about U-axis (+ve extreme) 12034.67 cm
Wu- Elastic modulus about U-axis (-ve extreme) 12034.67 cm3
Wv+ Elastic modulus about V-axis (+ve extreme) 8330.14 cm3
3
Wv- Elastic modulus about V-axis (-ve extreme) 8330.14 cm
3
Wpl,u Plastic modulus about axis parallel to U-axis 13692.05 cm
3
Wpl,v Plastic modulus about axis parallel to V-axis 12825.67 cm
4
Iu Moment of inertia about U-axis 361040.0 cm
4
Iv Moment of inertia about V-axis 349865.98 cm
iu Radius of gyration about U-axis 24.21 cm
iv Radius of gyration about V-axis 23.83 cm
au+ Centroid to edge of compression zone along +ve 13.52 cm
U-axis
au- Centroid to edge of compression zone along -ve 13.52 cm
U-axis
av+ Centroid to edge of compression zone along +ve 19.54 cm
V-axis
av- Centroid to edge of compression zone along -ve 19.54 cm
V-axis
yM Distance to centroid along Y-axis 42.0 cm
zM Distance to centroid along Z-axis 30.0 cm
yP Distance to equal area axis along Y-axis 42.0 cm
zP Distance to equal area axis along Z-axis 30.12 cm
4
Iyz Moment of inertia Iyz in the user coordinates 0.0 cm
uP Distance to equal area axis along U-axis 0.0 cm
vP Distance to equal area axis along V-axis 0.12 cm