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W150x22 W6x15
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Column or beam.
W150x22 to scale.
Property
Description
Value
Unit
Mass
Mass per length
22
kg/m
D
Depth of section or height of vertical leg
152
mm
B
Width of flange or horizontal leg
152
mm
T
Thickness of flange
6.6
mm
W
Thickness of web
5.8
mm
BT
Width-to-thickness ratio of flange
11.52
HW
Clear depth-to-thickness ratio of web
23.93
K
Distance between outer face of flange and web-toe of fillet
20
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
2,840
mm²
Ix
Moment of inertia about axis XX
12
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
159
10³ mm³
Rx
Radius of gyration about axis XX
65.1
mm
Zx
Plastic modulus about axis XX
176
10³ mm³
Iy
Moment of inertia about axis YY
3.87
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
50.9
10³ mm³
Ry
Radius of gyration about axis YY
36.9
mm
Zy
Plastic modulus about axis YY
77.5
10³ mm³
J
St-Venant torsional constant
41.5
10³ mm⁴
Cw
Warping constant
20.4
10⁹ mm⁶
SA
Surface area per metre
0.9
m²/m
Wn
Normalized unit warping function
5,530
mm²
Sw
Warping statical moment
1.39
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet