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W920x201 W36x135
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W920x201 to scale.
Property
Description
Value
Unit
Mass
Mass per length
201
kg/m
D
Depth of section or height of vertical leg
903
mm
B
Width of flange or horizontal leg
304
mm
T
Thickness of flange
20.1
mm
W
Thickness of web
15.2
mm
BT
Width-to-thickness ratio of flange
7.56
HW
Clear depth-to-thickness ratio of web
56.76
K
Distance between outer face of flange and web-toe of fillet
52
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
25,600
mm²
Ix
Moment of inertia about axis XX
3,250
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
7,190
10³ mm³
Rx
Radius of gyration about axis XX
356
mm
Zx
Plastic modulus about axis XX
8,340
10³ mm³
Iy
Moment of inertia about axis YY
94.4
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
621
10³ mm³
Ry
Radius of gyration about axis YY
60.7
mm
Zy
Plastic modulus about axis YY
982
10³ mm³
J
St-Venant torsional constant
2,880
10³ mm⁴
Cw
Warping constant
18,400
10⁹ mm⁶
SA
Surface area per metre
2.99
m²/m
Wn
Normalized unit warping function
67,100
mm²
Sw
Warping statical moment
103
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet