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.
W610x113 W24x76
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W610x113 to scale.
Property
Description
Value
Unit
Mass
Mass per length
113
kg/m
D
Depth of section or height of vertical leg
608
mm
B
Width of flange or horizontal leg
228
mm
T
Thickness of flange
17.3
mm
W
Thickness of web
11.2
mm
BT
Width-to-thickness ratio of flange
6.59
HW
Clear depth-to-thickness ratio of web
51.2
K
Distance between outer face of flange and web-toe of fillet
49
mm
K1
Distance between middle line of web and flange-toe of fillet
36
mm
Dnom
Nominal depth of section
610
mm
A
Cross-sectional area
14,400
mm²
Ix
Moment of inertia about axis XX
875
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
2,880
10³ mm³
Rx
Radius of gyration about axis XX
246
mm
Zx
Plastic modulus about axis XX
3,290
10³ mm³
Iy
Moment of inertia about axis YY
34.3
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
300
10³ mm³
Ry
Radius of gyration about axis YY
48.7
mm
Zy
Plastic modulus about axis YY
469
10³ mm³
J
St-Venant torsional constant
1,120
10³ mm⁴
Cw
Warping constant
2,990
10⁹ mm⁶
SA
Surface area per metre
2.11
m²/m
Wn
Normalized unit warping function
33,700
mm²
Sw
Warping statical moment
33.2
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face