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W920x223 W36x150
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W920x223 to scale.
Property
Description
Value
Unit
Mass
Mass per length
223
kg/m
D
Depth of section or height of vertical leg
911
mm
B
Width of flange or horizontal leg
304
mm
T
Thickness of flange
23.9
mm
W
Thickness of web
15.9
mm
BT
Width-to-thickness ratio of flange
6.36
HW
Clear depth-to-thickness ratio of web
54.29
K
Distance between outer face of flange and web-toe of fillet
55
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
28,500
mm²
Ix
Moment of inertia about axis XX
3,760
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
8,260
10³ mm³
Rx
Radius of gyration about axis XX
363
mm
Zx
Plastic modulus about axis XX
9,520
10³ mm³
Iy
Moment of inertia about axis YY
112
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
738
10³ mm³
Ry
Radius of gyration about axis YY
62.7
mm
Zy
Plastic modulus about axis YY
1,160
10³ mm³
J
St-Venant torsional constant
4,180
10³ mm⁴
Cw
Warping constant
22,100
10⁹ mm⁶
SA
Surface area per metre
3.01
m²/m
Wn
Normalized unit warping function
67,400
mm²
Sw
Warping statical moment
122
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet