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W920x344 W36x231
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x344 to scale.
Property
Description
Value
Unit
Mass
Mass per length
344
kg/m
D
Depth of section or height of vertical leg
927
mm
B
Width of flange or horizontal leg
418
mm
T
Thickness of flange
32
mm
W
Thickness of web
19.3
mm
BT
Width-to-thickness ratio of flange
6.53
HW
Clear depth-to-thickness ratio of web
44.72
K
Distance between outer face of flange and web-toe of fillet
64
mm
K1
Distance between middle line of web and flange-toe of fillet
40
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
43,700
mm²
Ix
Moment of inertia about axis XX
6,450
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
13,900
10³ mm³
Rx
Radius of gyration about axis XX
384
mm
Zx
Plastic modulus about axis XX
15,700
10³ mm³
Iy
Moment of inertia about axis YY
390
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,870
10³ mm³
Ry
Radius of gyration about axis YY
94.5
mm
Zy
Plastic modulus about axis YY
2,880
10³ mm³
J
St-Venant torsional constant
11,600
10³ mm⁴
Cw
Warping constant
78,100
10⁹ mm⁶
SA
Surface area per metre
3.49
m²/m
Wn
Normalized unit warping function
93,500
mm²
Sw
Warping statical moment
313
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet