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W200x36 W8x24
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Column or beam.
W200x36 to scale.
Property
Description
Value
Unit
Mass
Mass per length
36
kg/m
D
Depth of section or height of vertical leg
201
mm
B
Width of flange or horizontal leg
165
mm
T
Thickness of flange
10.2
mm
W
Thickness of web
6.2
mm
BT
Width-to-thickness ratio of flange
8.09
HW
Clear depth-to-thickness ratio of web
29.13
K
Distance between outer face of flange and web-toe of fillet
25
mm
K1
Distance between middle line of web and flange-toe of fillet
16
mm
Dnom
Nominal depth of section
200
mm
A
Cross-sectional area
4,570
mm²
Ix
Moment of inertia about axis XX
34.4
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
342
10³ mm³
Rx
Radius of gyration about axis XX
86.7
mm
Zx
Plastic modulus about axis XX
379
10³ mm³
Iy
Moment of inertia about axis YY
7.64
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
92.6
10³ mm³
Ry
Radius of gyration about axis YY
40.9
mm
Zy
Plastic modulus about axis YY
141
10³ mm³
J
St-Venant torsional constant
145
10³ mm⁴
Cw
Warping constant
69.6
10⁹ mm⁶
SA
Surface area per metre
1.05
m²/m
Wn
Normalized unit warping function
7,870
mm²
Sw
Warping statical moment
3.31
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet