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.
W920x238 W36x160
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x238 to scale.
Property
Description
Value
Unit
Mass
Mass per length
238
kg/m
D
Depth of section or height of vertical leg
915
mm
B
Width of flange or horizontal leg
305
mm
T
Thickness of flange
25.9
mm
W
Thickness of web
16.5
mm
BT
Width-to-thickness ratio of flange
5.89
HW
Clear depth-to-thickness ratio of web
52.32
K
Distance between outer face of flange and web-toe of fillet
57
mm
K1
Distance between middle line of web and flange-toe of fillet
38
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
30,300
mm²
Ix
Moment of inertia about axis XX
4,060
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
8,870
10³ mm³
Rx
Radius of gyration about axis XX
366
mm
Zx
Plastic modulus about axis XX
10,200
10³ mm³
Iy
Moment of inertia about axis YY
123
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
806
10³ mm³
Ry
Radius of gyration about axis YY
63.7
mm
Zy
Plastic modulus about axis YY
1,270
10³ mm³
J
St-Venant torsional constant
5,100
10³ mm⁴
Cw
Warping constant
24,300
10⁹ mm⁶
SA
Surface area per metre
3.02
m²/m
Wn
Normalized unit warping function
67,800
mm²
Sw
Warping statical moment
134
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet