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W920x390 W36x262
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x390 to scale.
Property
Description
Value
Unit
Mass
Mass per length
390
kg/m
D
Depth of section or height of vertical leg
936
mm
B
Width of flange or horizontal leg
420
mm
T
Thickness of flange
36.6
mm
W
Thickness of web
21.3
mm
BT
Width-to-thickness ratio of flange
5.74
HW
Clear depth-to-thickness ratio of web
40.51
K
Distance between outer face of flange and web-toe of fillet
68
mm
K1
Distance between middle line of web and flange-toe of fillet
41
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
49,400
mm²
Ix
Moment of inertia about axis XX
7,420
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
15,800
10³ mm³
Rx
Radius of gyration about axis XX
387
mm
Zx
Plastic modulus about axis XX
17,900
10³ mm³
Iy
Moment of inertia about axis YY
453
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
2,160
10³ mm³
Ry
Radius of gyration about axis YY
95.7
mm
Zy
Plastic modulus about axis YY
3,330
10³ mm³
J
St-Venant torsional constant
16,900
10³ mm⁴
Cw
Warping constant
91,500
10⁹ mm⁶
SA
Surface area per metre
3.51
m²/m
Wn
Normalized unit warping function
94,400
mm²
Sw
Warping statical moment
363
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet