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W150x13 W6x8.5
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column or beam.
W150x13 to scale.
Property
Description
Value
Unit
Mass
Mass per length
13
kg/m
D
Depth of section or height of vertical leg
148
mm
B
Width of flange or horizontal leg
100
mm
T
Thickness of flange
4.9
mm
W
Thickness of web
4.3
mm
BT
Width-to-thickness ratio of flange
10.2
HW
Clear depth-to-thickness ratio of web
32.14
K
Distance between outer face of flange and web-toe of fillet
18
mm
K1
Distance between middle line of web and flange-toe of fillet
14
mm
Dnom
Nominal depth of section
150
mm
A
Cross-sectional area
1,610
mm²
Ix
Moment of inertia about axis XX
6.13
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
82.8
10³ mm³
Rx
Radius of gyration about axis XX
61.7
mm
Zx
Plastic modulus about axis XX
93
10³ mm³
Iy
Moment of inertia about axis YY
0.818
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
16.4
10³ mm³
Ry
Radius of gyration about axis YY
22.5
mm
Zy
Plastic modulus about axis YY
25.3
10³ mm³
J
St-Venant torsional constant
13.6
10³ mm⁴
Cw
Warping constant
4.19
10⁹ mm⁶
SA
Surface area per metre
0.687
m²/m
Wn
Normalized unit warping function
3,580
mm²
Sw
Warping statical moment
0.438
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet