I Section Properties

Depth of Girder (D)

Thickness of web (t_w)

Width of top Flange (w_tf)

Thickness of top Flange (t_tf)

Width of bottom Flange (w_bf)

Thickness of bottom Flange (t_bf)

Area of I Section (A)

mm²

CG from Top Flange (Y )

CG from Bottom Flange (Y )

C/C distance between flanges (h)

Moment of Inertia about zz (I_ZZ)

mm⁴

Radius of Gyration (R_Z)

Y_NPA from Top Flange

Y_NPA from Bottom Flange

Elastic section modulus from top (Ze_ZZ)

mm³

Elastic section modulus from bottom (Ze_ZZ)

mm³

Plastic section modulus (Zp_ZZ)

mm³

Moment of Inertia about yy (I_YY)

mm⁴

Radius of Gyration (R_Y)

Z_NPA from Right Edge

Z_NPA from Left Edge

Elastic section modulus from top (Ze_YY)

mm³

Elastic section modulus from bottom (Ze_YY)

mm³

Plastic section modulus (Zp_YY)

mm³

Calculators