Universal Equal leg angles (L) per BS EN 10365 Calculator

Universal Equal leg angles (L) per BS EN 10365 Calculator
Section designation =
Mass per metre =		kg/m
Radius Root r₁ = =		mm
Radius Toe r₂ =		mm
Distance to centroid, c =		mm
Second moment of area
Axis y-y, z-z =		mm
Axis u-u =		mm
Axis v-v =		mm
Radius of gyration
Axis y-y, z-z =		cm⁴
Axis u-u =		cm⁴
Axis v-v =		cm⁴
Engineering Properties
Elastic modulus, Axis y-y, z-z =		mm
Torsional constant , I_T =	""	cm⁴
Equivalent slenderness coefficient, Φ_{a =}		cm²
General
Area of section A =		m²