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.
W610x262 W24x176
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W610x262 to scale.
Property
Description
Value
Unit
Mass
Mass per length
262
kg/m
D
Depth of section or height of vertical leg
641
mm
B
Width of flange or horizontal leg
327
mm
T
Thickness of flange
34
mm
W
Thickness of web
19
mm
BT
Width-to-thickness ratio of flange
4.81
HW
Clear depth-to-thickness ratio of web
30.16
K
Distance between outer face of flange and web-toe of fillet
66
mm
K1
Distance between middle line of web and flange-toe of fillet
40
mm
Dnom
Nominal depth of section
610
mm
A
Cross-sectional area
33,300
mm²
Ix
Moment of inertia about axis XX
2,360
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
7,360
10³ mm³
Rx
Radius of gyration about axis XX
266
mm
Zx
Plastic modulus about axis XX
8,350
10³ mm³
Iy
Moment of inertia about axis YY
198
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,210
10³ mm³
Ry
Radius of gyration about axis YY
77.2
mm
Zy
Plastic modulus about axis YY
1,870
10³ mm³
J
St-Venant torsional constant
9,900
10³ mm⁴
Cw
Warping constant
18,300
10⁹ mm⁶
SA
Surface area per metre
2.55
m²/m
Wn
Normalized unit warping function
49,600
mm²
Sw
Warping statical moment
138
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet