Section Properties
Area (A)
0.00
Net area of the cross section
Centroid (X, Y)
0.00, 0.00
Center of mass coordinates
Moment of Inertia (Jx)
0.00
Bending resistance about x-axis
Moment of Inertia (Jy)
0.00
Bending resistance about y-axis
Product of Inertia (Jxy)
0.00
Indicates section asymmetry
Principal Angle (θp)
0.0°
Rotation to principal axes
Max Principal Moment (J1)
0.00
Maximum bending stiffness
Min Principal Moment (J2)
0.00
Minimum bending stiffness
Elastic Section Modulus (Wel)
0.00
Elastic bending resistance
Plastic Section Modulus (Wpl)
0.00
Plastic bending capacity