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.
W920x1377 W36x925
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x1377 to scale.
Property
Description
Value
Unit
Mass
Mass per length
1,377
kg/m
D
Depth of section or height of vertical leg
1,093
mm
B
Width of flange or horizontal leg
473
mm
T
Thickness of flange
115.1
mm
W
Thickness of web
76.7
mm
BT
Width-to-thickness ratio of flange
2.05
HW
Clear depth-to-thickness ratio of web
11.25
K
Distance between outer face of flange and web-toe of fillet
147
mm
K1
Distance between middle line of web and flange-toe of fillet
68
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
175,000
mm²
Ix
Moment of inertia about axis XX
30,300
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
55,500
10³ mm³
Rx
Radius of gyration about axis XX
416
mm
Zx
Plastic modulus about axis XX
67,600
10³ mm³
Iy
Moment of inertia about axis YY
2,060
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
8,720
10³ mm³
Ry
Radius of gyration about axis YY
108
mm
Zy
Plastic modulus about axis YY
14,200
10³ mm³
J
St-Venant torsional constant
596,000
10³ mm⁴
Cw
Warping constant
493,000
10⁹ mm⁶
SA
Surface area per metre
3.92
m²/m
Wn
Normalized unit warping function
116,000
mm²
Sw
Warping statical moment
1,570
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet