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W150x37 W6x25
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Column or beam.
W150x37 to scale.
Property
Description
Value
Unit
Mass
Mass per length
37
kg/m
D
Depth of section or height of vertical leg
162
mm
B
Width of flange or horizontal leg
154
mm
T
Thickness of flange
11.6
mm
W
Thickness of web
8.1
mm
BT
Width-to-thickness ratio of flange
6.64
HW
Clear depth-to-thickness ratio of web
17.14
K
Distance between outer face of flange and web-toe of fillet
25
mm
K1
Distance between middle line of web and flange-toe of fillet
16
mm
Dnom
Nominal depth of section
150
mm
A
Cross-sectional area
4,730
mm²
Ix
Moment of inertia about axis XX
22.2
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
274
10³ mm³
Rx
Radius of gyration about axis XX
68.5
mm
Zx
Plastic modulus about axis XX
310
10³ mm³
Iy
Moment of inertia about axis YY
7.07
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
91.8
10³ mm³
Ry
Radius of gyration about axis YY
38.7
mm
Zy
Plastic modulus about axis YY
140
10³ mm³
J
St-Venant torsional constant
192
10³ mm⁴
Cw
Warping constant
40
10⁹ mm⁶
SA
Surface area per metre
0.924
m²/m
Wn
Normalized unit warping function
5,790
mm²
Sw
Warping statical moment
2.59
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet