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Universal Tees (T) Split from UC per BS EN 10365 Calculator
Section designation =
305x152x79
305x153x69
305x154x59
305x155x49
254x127x84
254x128x66
254x129x54
254x130x45
254x131x37
203x102x64 +
203x103x57 +
203x104x50 +
203x105x43
203x106x36
203x107x30
203x108x26
203x109x23
152x76x26 +
152x77x22 +
152x78x19
152x79x15
152x80x12
Cut from Universal Columns Section Designation =
Mass per metre =
kg/m
Width of section b =
mm
Depth of section h =
mm
Web thickness t
w
=
mm
Flange thickness t
f
=
mm
root radius r =
mm
Ratios for local buckling
Web
c
w
/t
w
=
-
Ratios for local buckling
Flange
c
f
/t
f
=
-
Dimension c
y
=
cm
Second Moment of Area
Axis y-y =
cm
4
Axis z-z =
cm
4
Radius of Gyration
Axis y-y =
cm
Axis z-z =
cm
Elastic Modulus
Elastic Modulus Axis y-y Flange =
cm
3
Elastic Modulus Axis y-y Toe
=
cm
3
Elastic Modulus Axis z-z Toe =
cm
3
Plastic Modulus
Plastic Modulus Axis y-y =
cm
3
Plastic Modulus Axis z-z =
cm
3
Properties
Mono-symmetry Index
Ψ
=
-
Warping constant
I
w
=
cm
6
Torsional constant I
T
=
cm
4
Area of section A =
cm
2
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