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.
W920x537 W36x361
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x537 to scale.
Property
Description
Value
Unit
Mass
Mass per length
537
kg/m
D
Depth of section or height of vertical leg
965
mm
B
Width of flange or horizontal leg
425
mm
T
Thickness of flange
51.1
mm
W
Thickness of web
28.4
mm
BT
Width-to-thickness ratio of flange
4.16
HW
Clear depth-to-thickness ratio of web
30.38
K
Distance between outer face of flange and web-toe of fillet
83
mm
K1
Distance between middle line of web and flange-toe of fillet
44
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
68,200
mm²
Ix
Moment of inertia about axis XX
10,700
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
22,100
10³ mm³
Rx
Radius of gyration about axis XX
395
mm
Zx
Plastic modulus about axis XX
25,300
10³ mm³
Iy
Moment of inertia about axis YY
656
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
3,080
10³ mm³
Ry
Radius of gyration about axis YY
98
mm
Zy
Plastic modulus about axis YY
4,790
10³ mm³
J
St-Venant torsional constant
44,500
10³ mm⁴
Cw
Warping constant
137,000
10⁹ mm⁶
SA
Surface area per metre
3.57
m²/m
Wn
Normalized unit warping function
97,100
mm²
Sw
Warping statical moment
527
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet