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W150x24 W6x16
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column or beam.
W150x24 to scale.
Property
Description
Value
Unit
Mass
Mass per length
24
kg/m
D
Depth of section or height of vertical leg
160
mm
B
Width of flange or horizontal leg
102
mm
T
Thickness of flange
10.3
mm
W
Thickness of web
6.6
mm
BT
Width-to-thickness ratio of flange
4.95
HW
Clear depth-to-thickness ratio of web
21.12
K
Distance between outer face of flange and web-toe of fillet
24
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
3,050
mm²
Ix
Moment of inertia about axis XX
13.4
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
168
10³ mm³
Rx
Radius of gyration about axis XX
66.3
mm
Zx
Plastic modulus about axis XX
191
10³ mm³
Iy
Moment of inertia about axis YY
1.83
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
35.8
10³ mm³
Ry
Radius of gyration about axis YY
24.5
mm
Zy
Plastic modulus about axis YY
55.2
10³ mm³
J
St-Venant torsional constant
92.3
10³ mm⁴
Cw
Warping constant
10.2
10⁹ mm⁶
SA
Surface area per metre
0.715
m²/m
Wn
Normalized unit warping function
3,820
mm²
Sw
Warping statical moment
1
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet