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.
W920x1194 W36x802
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x1194 to scale.
Property
Description
Value
Unit
Mass
Mass per length
1,194
kg/m
D
Depth of section or height of vertical leg
1,081
mm
B
Width of flange or horizontal leg
457
mm
T
Thickness of flange
109
mm
W
Thickness of web
60.5
mm
BT
Width-to-thickness ratio of flange
2.1
HW
Clear depth-to-thickness ratio of web
14.26
K
Distance between outer face of flange and web-toe of fillet
141
mm
K1
Distance between middle line of web and flange-toe of fillet
60
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
152,000
mm²
Ix
Moment of inertia about axis XX
26,900
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
49,800
10³ mm³
Rx
Radius of gyration about axis XX
421
mm
Zx
Plastic modulus about axis XX
59,800
10³ mm³
Iy
Moment of inertia about axis YY
1,750
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
7,660
10³ mm³
Ry
Radius of gyration about axis YY
107
mm
Zy
Plastic modulus about axis YY
12,200
10³ mm³
J
St-Venant torsional constant
435,000
10³ mm⁴
Cw
Warping constant
413,000
10⁹ mm⁶
SA
Surface area per metre
3.87
m²/m
Wn
Normalized unit warping function
111,000
mm²
Sw
Warping statical moment
1,380
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet