The easiest way to calculate the properties of a cross-section. Anaxsoft™ SectionExpert™ 2010 calculates the geometric properties of arbitrary shaped and thin-walled cross-sections.

It provides a flexible and rich environment to work with, and is powered by a powerful engine for finite element analysis of cross-sections.

Anaxsoft™ SectionExpert™ 2010 produces reports with export capabilities to Microsoft Word or PDF documents.

With the aid of Anaxsoft™ SectionExpert™ 2010 you can calculate the following cross-section properties:

• Cross-sectional area
• Internal/external perimeter
• Center of gravity
• Shear center (with respect to user axes/centroid)
• Trefftz shear center
• Shear coefficients
• Conventional shear area
• First moments of cross-sectional area
• Inertia moments in the user coordinates
• Inertia moment about the centroidal axes
• Product of inertia in the user coordinates
• Radii of gyration about user coordinates
• Radii of gyration about centroidal axes
• Product of inertia with respect to the centroid of the section
• Polar moment of inertia with respect to the centroid of the section
• Polar radius of inertia
• Elastic modulus about centroidal axes
• Polar resisting moment
• Angle of principal inertia axes (centroidal principal bending axes) in radians/degrees
• Maximum principal moment of inertia (U-axis)
• Minimum principal moment of inertia (V-axis)
• Maximum radius of inertia (U-axis)
• Minimum radius of inertia (V-axis)
• Maximum resisting moment about U principal axis
• Minimum resisting moment about U principal axis
• Maximum resisting moment about V principal axis
• Minimum resisting moment about V principal axis
• Absolute maximum distance between the centroidal Yc-axis (parallel with Y-axis) and the material points of the cross section
• Absolute maximum distance between the centroidal Xc-axis (parallel with X-axis) and the material points of the cross section
• Maximum distance from a section exterior boundary to the principal U axis on one side of section
• Maximum distance from a section exterior boundary to the principal U axis on opposite side of section
• Maximum distance from a section exterior boundary to the principal V axis on one side of section
• Maximum distance from a section exterior boundary to the principal V axis on opposite side of section
• Maximum distance of section points from a center of gravity
• Torsional moment of inertia (St. Venant)
• Warping constant with respect to shear center

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