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W610x174 W24x117
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W610x174 to scale.
Property
Description
Value
Unit
Mass
Mass per length
174
kg/m
D
Depth of section or height of vertical leg
616
mm
B
Width of flange or horizontal leg
325
mm
T
Thickness of flange
21.6
mm
W
Thickness of web
14
mm
BT
Width-to-thickness ratio of flange
7.52
HW
Clear depth-to-thickness ratio of web
40.91
K
Distance between outer face of flange and web-toe of fillet
53
mm
K1
Distance between middle line of web and flange-toe of fillet
37
mm
Dnom
Nominal depth of section
610
mm
A
Cross-sectional area
22,200
mm²
Ix
Moment of inertia about axis XX
1,470
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
4,780
10³ mm³
Rx
Radius of gyration about axis XX
257
mm
Zx
Plastic modulus about axis XX
5,360
10³ mm³
Iy
Moment of inertia about axis YY
124
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
761
10³ mm³
Ry
Radius of gyration about axis YY
74.7
mm
Zy
Plastic modulus about axis YY
1,170
10³ mm³
J
St-Venant torsional constant
2,800
10³ mm⁴
Cw
Warping constant
10,900
10⁹ mm⁶
SA
Surface area per metre
2.5
m²/m
Wn
Normalized unit warping function
48,300
mm²
Sw
Warping statical moment
84.8
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet