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W150x30 W6x20
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Column or beam.
W150x30 to scale.
Property
Description
Value
Unit
Mass
Mass per length
30
kg/m
D
Depth of section or height of vertical leg
157
mm
B
Width of flange or horizontal leg
153
mm
T
Thickness of flange
9.3
mm
W
Thickness of web
6.6
mm
BT
Width-to-thickness ratio of flange
8.23
HW
Clear depth-to-thickness ratio of web
20.97
K
Distance between outer face of flange and web-toe of fillet
23
mm
K1
Distance between middle line of web and flange-toe of fillet
15
mm
Dnom
Nominal depth of section
150
mm
A
Cross-sectional area
3,790
mm²
Ix
Moment of inertia about axis XX
17.1
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
218
10³ mm³
Rx
Radius of gyration about axis XX
67.3
mm
Zx
Plastic modulus about axis XX
244
10³ mm³
Iy
Moment of inertia about axis YY
5.56
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
72.6
10³ mm³
Ry
Radius of gyration about axis YY
38.3
mm
Zy
Plastic modulus about axis YY
111
10³ mm³
J
St-Venant torsional constant
100
10³ mm⁴
Cw
Warping constant
30.3
10⁹ mm⁶
SA
Surface area per metre
0.913
m²/m
Wn
Normalized unit warping function
5,650
mm²
Sw
Warping statical moment
2.01
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet