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Universal Tees (T) Split from UB per BS EN 10365 Calculator
Section designation =
254x343x63
305x305x119
305x306x90
305x307x75
229x305x70
229x306x63
229x307x57
229x308x51
178x305x50 +
178x306x46 +
178x307x41 +
312x267x136 +
312x268x110 +
312x269x91 +
312x270x75 +
210x267x69 +
210x268x61
210x269x55
210x270x51
210x271x46
210x272x41
165x267x43 +
165x268x37 +
165x269x33 +
191x229x81 +
191x230x67 +
191x231x53 +
191x232x49
191x233x45
191x234x41
191x235x37
191x236x34
152x229x41
152x230x37
152x231x34
152x232x30
152x233x26
178x203x43 +
178x204x37
178x205x34
178x206x30
178x207x27
140x203x27 +
140x204x23
140x205x20
171x178x34
171x179x29
171x180x26
171x181x23
127x178x20
127x179x17
165x152x27
165x153x23
165x154x20
127x152x24
127x153x21
127x154x19
102x152x17
102x153x14
102x154x13
146x127x22
146x128x19
146x129x16
102x127x14
102x128x13
102x129x11
133x102x15
133x103x13
Cut from Universal 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
Buckling parameter U =
-
Torsional Index =
-
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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