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

Universal Unequal leg angles (L) per BS EN 10365 Calculator
Section designation =
Mass per metre =		kg/m
Radius Root r₁ = =		mm
Radius Toe r₂ =		mm
Dimension, c_y =		mm
Dimension c_z, =		mm
Second moment of area
Axis y-y =		cm⁴
Axis z-z =		cm⁴
Axis u-u =		cm⁴
Axis v-v =		cm⁴
Radius of gyration
Axis y-y =		cm
Axis z-z =		cm
Axis u-u =		cm
Axis v-v =		cm
Elastic modulus
Axis y-y =		cm³
Axis z-z =		cm³
Dimensions Engineering Properties
Angle Axis y-y to Axis u-u, Tan α =		Deg.
Torsional constant , I_T =		cm⁴
Min. Equivalent slenderness coefficient, Φ_{a =}		-
Max. Equivalent slenderness coefficient, Φ_{a =}		-
Mono-symmetry index, ψ_a =		-
Area of section A =		m²