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.
W360x818 W14x550
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x818 to scale.
Property
Description
Value
Unit
Mass
Mass per length
818
kg/m
D
Depth of section or height of vertical leg
514
mm
B
Width of flange or horizontal leg
437
mm
T
Thickness of flange
97
mm
W
Thickness of web
60.5
mm
BT
Width-to-thickness ratio of flange
2.25
HW
Clear depth-to-thickness ratio of web
5.29
K
Distance between outer face of flange and web-toe of fillet
129
mm
K1
Distance between middle line of web and flange-toe of fillet
60
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
104,000
mm²
Ix
Moment of inertia about axis XX
3,920
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
15,300
10³ mm³
Rx
Radius of gyration about axis XX
194
mm
Zx
Plastic modulus about axis XX
19,300
10³ mm³
Iy
Moment of inertia about axis YY
1,360
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
6,200
10³ mm³
Ry
Radius of gyration about axis YY
114
mm
Zy
Plastic modulus about axis YY
9,560
10³ mm³
J
St-Venant torsional constant
278,000
10³ mm⁴
Cw
Warping constant
58,900
10⁹ mm⁶
SA
Surface area per metre
2.66
m²/m
Wn
Normalized unit warping function
45,600
mm²
Sw
Warping statical moment
483
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet