Area (A)
0.00
Net area of the cross section
Centroid (X, Y)
0.00, 0.00
Center of mass coordinates
Moment of Inertia (Ixc)
0.00
Bending resistance about x-axis
Moment of Inertia (Iyc)
0.00
Bending resistance about y-axis
Product of Inertia (Ixyc)
0.00
Indicates section asymmetry
Principal Angle (θp)
0.0°
Rotation to principal axes
Max Principal Moment (I1)
0.00
Maximum bending stiffness
Min Principal Moment (I2)
0.00
Minimum bending stiffness
Elastic Neutral Axis (ENA)
y = 0.00x + 0.00
Elastic bending zero-stress line
Plastic Neutral Axis (PNA)
y = 0.00x + 0.00
Equal net area splitting line