LEQ 100x100x10 section

Image of LEQ 100x100x10 section

The rolled section LEQ 100x100x10, an angle section, also illustrates the capabillities of SectionExpert 2010. Some of the properties can be found in texts that contain standard sections. However, notice that, results obtained from SectionExpert 2010 are more accurate than those found in tables of standard sections, since the simplifying assumptions used in arriving at the approximate formulas are not made in the finite element analysis.

You can download the full report (Word 97 or later document)     produced by SectionExpert 2010.

In the following table only a small portion of the calculated properties are presented.

Selected results obtained from SectionExpert 2010 for LEQ 100x100x10 section
Property Description Value
ACross-sectional area1921.50718
YcgY-Coordinate of center of gravity28.28854511
ZcgZ-Coordinate of center of gravity28.28854511
YscY-Coordinate of shear center5.870173118
ZscZ-Coordinate of shear center5.870156058
AsyConventional shear area along Y-axis848.6633364
AszConventional shear area along Z-axis848.6632774264
IyMoment of inertia about user Y-axis3318698.1829
IzMoment of inertia about user Z-axis3318698.1829
IyzProduct of inertia (user axes)493600.77843
Iy,cgMoment of inertia about centroidal Y-axis1781027.84786
Iz,cgMoment of inertia about centroidal Z-axis1781027.84786
Iyz,cgPolar moment of inertia3562055.69571
aAngle of principal inertia axes (degrees)45
IuMaximum principal moment of inertia2825097.4045
IvMinimum principal moment of inertia736958.29124
Wu,maxMaximum resisting moment about U principal axis39952.91064
Wu,minMinimum resisting moment about U principal axis39952.91064
Wv,maxMaximum resisting moment about V principal axis20592.640923
Wv,minMinimum resisting moment about V principal axis18421.17377
ItTorsional moment of inertia (St. Venant)68556.85663
GammaWarping constant with respect to shear center44919725.03

New: Download a 15-day, free trial of SectionExpert!