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.
W610x551 W24x370
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W610x551 to scale.
Property
Description
Value
Unit
Mass
Mass per length
551
kg/m
D
Depth of section or height of vertical leg
711
mm
B
Width of flange or horizontal leg
347
mm
T
Thickness of flange
69.1
mm
W
Thickness of web
38.6
mm
BT
Width-to-thickness ratio of flange
2.51
HW
Clear depth-to-thickness ratio of web
14.84
K
Distance between outer face of flange and web-toe of fillet
101
mm
K1
Distance between middle line of web and flange-toe of fillet
49
mm
Dnom
Nominal depth of section
610
mm
A
Cross-sectional area
70,200
mm²
Ix
Moment of inertia about axis XX
5,570
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
15,700
10³ mm³
Rx
Radius of gyration about axis XX
282
mm
Zx
Plastic modulus about axis XX
18,600
10³ mm³
Iy
Moment of inertia about axis YY
484
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
2,790
10³ mm³
Ry
Radius of gyration about axis YY
83
mm
Zy
Plastic modulus about axis YY
4,380
10³ mm³
J
St-Venant torsional constant
83,800
10³ mm⁴
Cw
Warping constant
49,900
10⁹ mm⁶
SA
Surface area per metre
2.73
m²/m
Wn
Normalized unit warping function
55,700
mm²
Sw
Warping statical moment
334
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet