Construction-Calculator.comT Section Properties
Created By:- Abhilash Ghumadwar
Inputs:
Outputs:
Area of I Section (A)
mm2
CG from Top Flange (Y)
mm
CG from Bottom Flange (Y)
mm
C/C distance between flanges (h)
mm
Moment of Inertia about zz (IZZ)
mm4
Radius of Gyration (RZ)
mm
YNPA from Top Flange
mm
YNPA from Bottom Flange
mm
Elastic section modulus from top (ZeZZ)
mm3
Elastic section modulus from bottom (ZeZZ)
mm3
Plastic section modulus (ZpZZ)
mm3
Moment of Inertia about yy (IYY)
mm4
Radius of Gyration (RY)
mm
ZNPA from Right Edge
mm
ZNPA from Left Edge
mm
Elastic section modulus from top (ZeYY)
mm3
Elastic section modulus from bottom (ZeYY)
mm3