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.
W920x289 W36x194
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x289 to scale.
Property
Description
Value
Unit
Mass
Mass per length
289
kg/m
D
Depth of section or height of vertical leg
927
mm
B
Width of flange or horizontal leg
308
mm
T
Thickness of flange
32
mm
W
Thickness of web
19.4
mm
BT
Width-to-thickness ratio of flange
4.81
HW
Clear depth-to-thickness ratio of web
44.48
K
Distance between outer face of flange and web-toe of fillet
64
mm
K1
Distance between middle line of web and flange-toe of fillet
40
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
36,700
mm²
Ix
Moment of inertia about axis XX
5,040
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
10,900
10³ mm³
Rx
Radius of gyration about axis XX
370
mm
Zx
Plastic modulus about axis XX
12,500
10³ mm³
Iy
Moment of inertia about axis YY
156
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,020
10³ mm³
Ry
Radius of gyration about axis YY
65.3
mm
Zy
Plastic modulus about axis YY
1,600
10³ mm³
J
St-Venant torsional constant
9,160
10³ mm⁴
Cw
Warping constant
31,300
10⁹ mm⁶
SA
Surface area per metre
3.05
m²/m
Wn
Normalized unit warping function
68,900
mm²
Sw
Warping statical moment
170
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet