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W610x195 W24x131
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W610x195 to scale.
Property
Description
Value
Unit
Mass
Mass per length
195
kg/m
D
Depth of section or height of vertical leg
622
mm
B
Width of flange or horizontal leg
327
mm
T
Thickness of flange
24.4
mm
W
Thickness of web
15.4
mm
BT
Width-to-thickness ratio of flange
6.7
HW
Clear depth-to-thickness ratio of web
37.22
K
Distance between outer face of flange and web-toe of fillet
56
mm
K1
Distance between middle line of web and flange-toe of fillet
38
mm
Dnom
Nominal depth of section
610
mm
A
Cross-sectional area
24,900
mm²
Ix
Moment of inertia about axis XX
1,680
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
5,400
10³ mm³
Rx
Radius of gyration about axis XX
260
mm
Zx
Plastic modulus about axis XX
6,070
10³ mm³
Iy
Moment of inertia about axis YY
142
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
871
10³ mm³
Ry
Radius of gyration about axis YY
75.6
mm
Zy
Plastic modulus about axis YY
1,340
10³ mm³
J
St-Venant torsional constant
3,970
10³ mm⁴
Cw
Warping constant
12,700
10⁹ mm⁶
SA
Surface area per metre
2.52
m²/m
Wn
Normalized unit warping function
48,900
mm²
Sw
Warping statical moment
97.4
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet