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.
W840x226 W33x152
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W840x226 to scale.
Property
Description
Value
Unit
Mass
Mass per length
226
kg/m
D
Depth of section or height of vertical leg
851
mm
B
Width of flange or horizontal leg
294
mm
T
Thickness of flange
26.8
mm
W
Thickness of web
16.1
mm
BT
Width-to-thickness ratio of flange
5.49
HW
Clear depth-to-thickness ratio of web
49.53
K
Distance between outer face of flange and web-toe of fillet
58
mm
K1
Distance between middle line of web and flange-toe of fillet
38
mm
Dnom
Nominal depth of section
840
mm
A
Cross-sectional area
28,900
mm²
Ix
Moment of inertia about axis XX
3,400
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
7,990
10³ mm³
Rx
Radius of gyration about axis XX
343
mm
Zx
Plastic modulus about axis XX
9,160
10³ mm³
Iy
Moment of inertia about axis YY
114
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
774
10³ mm³
Ry
Radius of gyration about axis YY
62.8
mm
Zy
Plastic modulus about axis YY
1,210
10³ mm³
J
St-Venant torsional constant
5,140
10³ mm⁴
Cw
Warping constant
19,300
10⁹ mm⁶
SA
Surface area per metre
2.85
m²/m
Wn
Normalized unit warping function
60,600
mm²
Sw
Warping statical moment
119
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet