Search a designation to read the section in full, or filter and sort a family to find one. Values are from the CISC Structural Section Tables, in the units the tables print them in.
W200x100 W8x67
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column or beam.
W200x100 to scale.
Property
Description
Value
Unit
Mass
Mass per length
100
kg/m
D
Depth of section or height of vertical leg
229
mm
B
Width of flange or horizontal leg
210
mm
T
Thickness of flange
23.7
mm
W
Thickness of web
14.5
mm
BT
Width-to-thickness ratio of flange
4.43
HW
Clear depth-to-thickness ratio of web
12.52
K
Distance between outer face of flange and web-toe of fillet
40
mm
K1
Distance between middle line of web and flange-toe of fillet
22
mm
Dnom
Nominal depth of section
200
mm
A
Cross-sectional area
12,700
mm²
Ix
Moment of inertia about axis XX
113
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
989
10³ mm³
Rx
Radius of gyration about axis XX
94.5
mm
Zx
Plastic modulus about axis XX
1,150
10³ mm³
Iy
Moment of inertia about axis YY
36.6
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
349
10³ mm³
Ry
Radius of gyration about axis YY
53.8
mm
Zy
Plastic modulus about axis YY
533
10³ mm³
J
St-Venant torsional constant
2,090
10³ mm⁴
Cw
Warping constant
386
10⁹ mm⁶
SA
Surface area per metre
1.27
m²/m
Wn
Normalized unit warping function
10,800
mm²
Sw
Warping statical moment
13.4
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet