Z V
Section element Sheet Sheet Sheet Sheet Sheet 12 20 20 10 10 x x x x x 560 400 400 560 560
Rotation angle 90.0 90.0
Mirror
Material Steel Steel Steel Steel Steel
E (kN/mm^2) 205.0 205.0 205.0 205.0 205.0
The overall dimentions of the section are 400 x 600 mm Basic geometry of the section Parameter A Cross sectional area Angle between Y-Z and U-V axes Iy Moment of inertia about axis parallel to Y passing through centroid Iz Moment of inertia about axis parallel to Z passing through centroid It Torsional moment of inertia (St. Venant) iy Radius of gyration about axis parallel to Y passing through centroid iz Radius of gyration about axis parallel to Z passing through centroid Wu+ Max elastic modulus about U-axis WuMin elastic modulus about U-axis Wv+ Max elastic modulus about V-axis WvMin elastic modulus about V-axis Wpl,u Plastic modulus about U-axis Wpl,v Plastic modulus about V-axis Iu Moment of inertia about U-axis Iv iu iv au+ auav+ Moment of inertia about V-axis Radius of gyration about U-axis Radius of gyration about V-axis Centroid to edge of compression zone along +ve U-axis Centroid to edge of compression zone along -ve U-axis Centroid to edge of compression zone along +ve V-axis
Value 33920.0 0.0 1814442666. 67 639387306.6 7 2659694.38 231.28 137.29 6048142.22 6048142.22 3196936.53 3196936.53 7156614.0 3825434.4 1814442666. 67 639387306.6 7 231.28 137.29 94.25 94.25 178.31
mm2 deg
4 4
mm4 mm mm mm3 mm3 mm3 mm3 mm3 mm3
4 4
mm mm mm mm mm
avyM zM yP zP
Centroid to edge of compression zone along -ve V-axis Distance to centroid along Y-axis Distance to centroid along Z-axis Distance to equal area axis along Y-axis Distance to equal area axis along Z-axis
178.31 10.0 -280.0 10.1 -279.2
mm mm mm mm mm
File: E:\DIC-F0896\DIC PART-1 (10T CRANE) (S275 GRADE)\600-BUILTUP.sec