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W920x313 W36x210
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x313 to scale.
Property
Description
Value
Unit
Mass
Mass per length
313
kg/m
D
Depth of section or height of vertical leg
932
mm
B
Width of flange or horizontal leg
309
mm
T
Thickness of flange
34.5
mm
W
Thickness of web
21.1
mm
BT
Width-to-thickness ratio of flange
4.48
HW
Clear depth-to-thickness ratio of web
40.9
K
Distance between outer face of flange and web-toe of fillet
66
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
39,800
mm²
Ix
Moment of inertia about axis XX
5,480
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
11,800
10³ mm³
Rx
Radius of gyration about axis XX
371
mm
Zx
Plastic modulus about axis XX
13,600
10³ mm³
Iy
Moment of inertia about axis YY
170
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,100
10³ mm³
Ry
Radius of gyration about axis YY
65.4
mm
Zy
Plastic modulus about axis YY
1,750
10³ mm³
J
St-Venant torsional constant
11,500
10³ mm⁴
Cw
Warping constant
34,300
10⁹ mm⁶
SA
Surface area per metre
3.06
m²/m
Wn
Normalized unit warping function
69,300
mm²
Sw
Warping statical moment
185
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet