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.
W920x1077 W36x723
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x1077 to scale.
Property
Description
Value
Unit
Mass
Mass per length
1,077
kg/m
D
Depth of section or height of vertical leg
1,061
mm
B
Width of flange or horizontal leg
451
mm
T
Thickness of flange
99.1
mm
W
Thickness of web
55
mm
BT
Width-to-thickness ratio of flange
2.28
HW
Clear depth-to-thickness ratio of web
15.69
K
Distance between outer face of flange and web-toe of fillet
131
mm
K1
Distance between middle line of web and flange-toe of fillet
58
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
137,000
mm²
Ix
Moment of inertia about axis XX
23,800
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
44,800
10³ mm³
Rx
Radius of gyration about axis XX
416
mm
Zx
Plastic modulus about axis XX
53,400
10³ mm³
Iy
Moment of inertia about axis YY
1,530
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
6,770
10³ mm³
Ry
Radius of gyration about axis YY
106
mm
Zy
Plastic modulus about axis YY
10,700
10³ mm³
J
St-Venant torsional constant
326,000
10³ mm⁴
Cw
Warping constant
353,000
10⁹ mm⁶
SA
Surface area per metre
3.82
m²/m
Wn
Normalized unit warping function
108,000
mm²
Sw
Warping statical moment
1,210
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet