Universal Tees (T) Split from UB per BS EN 10365 Calculator
Section designation =
Cut from Universal Section Designation =
Mass per metre = kg/m
Width of section b = mm
Depth of section h = mm
Web thickness tw = mm
Flange thickness tf = mm
root radius r = mm
Ratios for local buckling Web cw/tw = -
Ratios for local buckling Flange cf/tf = -
Dimension cy = cm
Second Moment of Area
Axis y-y = cm4
Axis z-z = cm4
Radius of Gyration
Axis y-y = cm
Axis z-z = cm
Elastic Modulus
Elastic Modulus Axis y-y Flange = cm3
Elastic Modulus Axis y-y Toe  = cm3
Elastic Modulus Axis z-z Toe = cm3
Plastic Modulus
Plastic Modulus Axis y-y = cm3
Plastic Modulus Axis z-z = cm3
Properties
Buckling parameter U = -
Torsional Index = -
Mono-symmetry Index Ψ = -
Warping constant  Iw = cm6
Torsional constant IT = cm4
Area of section A = cm2