Search a designation to read the section in full, or filter and sort a family to find one. Values are from the CISC Structural Section Tables, in the units the tables print them in.
W610x372 W24x250
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W610x372 to scale.
Property
Description
Value
Unit
Mass
Mass per length
372
kg/m
D
Depth of section or height of vertical leg
669
mm
B
Width of flange or horizontal leg
335
mm
T
Thickness of flange
48
mm
W
Thickness of web
26.4
mm
BT
Width-to-thickness ratio of flange
3.49
HW
Clear depth-to-thickness ratio of web
21.7
K
Distance between outer face of flange and web-toe of fillet
80
mm
K1
Distance between middle line of web and flange-toe of fillet
43
mm
Dnom
Nominal depth of section
610
mm
A
Cross-sectional area
47,400
mm²
Ix
Moment of inertia about axis XX
3,530
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
10,600
10³ mm³
Rx
Radius of gyration about axis XX
273
mm
Zx
Plastic modulus about axis XX
12,200
10³ mm³
Iy
Moment of inertia about axis YY
302
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,800
10³ mm³
Ry
Radius of gyration about axis YY
79.8
mm
Zy
Plastic modulus about axis YY
2,800
10³ mm³
J
St-Venant torsional constant
27,700
10³ mm⁴
Cw
Warping constant
29,100
10⁹ mm⁶
SA
Surface area per metre
2.63
m²/m
Wn
Normalized unit warping function
52,000
mm²
Sw
Warping statical moment
209
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet