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.
W610x241 W24x162
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W610x241 to scale.
Property
Description
Value
Unit
Mass
Mass per length
241
kg/m
D
Depth of section or height of vertical leg
635
mm
B
Width of flange or horizontal leg
329
mm
T
Thickness of flange
31
mm
W
Thickness of web
17.9
mm
BT
Width-to-thickness ratio of flange
5.31
HW
Clear depth-to-thickness ratio of web
32.01
K
Distance between outer face of flange and web-toe of fillet
63
mm
K1
Distance between middle line of web and flange-toe of fillet
39
mm
Dnom
Nominal depth of section
610
mm
A
Cross-sectional area
30,800
mm²
Ix
Moment of inertia about axis XX
2,150
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
6,780
10³ mm³
Rx
Radius of gyration about axis XX
264
mm
Zx
Plastic modulus about axis XX
7,670
10³ mm³
Iy
Moment of inertia about axis YY
184
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,120
10³ mm³
Ry
Radius of gyration about axis YY
77.4
mm
Zy
Plastic modulus about axis YY
1,730
10³ mm³
J
St-Venant torsional constant
7,700
10³ mm⁴
Cw
Warping constant
16,800
10⁹ mm⁶
SA
Surface area per metre
2.55
m²/m
Wn
Normalized unit warping function
49,700
mm²
Sw
Warping statical moment
127
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face