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.
W360x592 W14x398
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x592 to scale.
Property
Description
Value
Unit
Mass
Mass per length
592
kg/m
D
Depth of section or height of vertical leg
465
mm
B
Width of flange or horizontal leg
421
mm
T
Thickness of flange
72.3
mm
W
Thickness of web
45
mm
BT
Width-to-thickness ratio of flange
2.91
HW
Clear depth-to-thickness ratio of web
7.12
K
Distance between outer face of flange and web-toe of fillet
104
mm
K1
Distance between middle line of web and flange-toe of fillet
53
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
75,500
mm²
Ix
Moment of inertia about axis XX
2,500
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
10,800
10³ mm³
Rx
Radius of gyration about axis XX
182
mm
Zx
Plastic modulus about axis XX
13,100
10³ mm³
Iy
Moment of inertia about axis YY
902
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
4,280
10³ mm³
Ry
Radius of gyration about axis YY
109
mm
Zy
Plastic modulus about axis YY
6,570
10³ mm³
J
St-Venant torsional constant
114,000
10³ mm⁴
Cw
Warping constant
34,800
10⁹ mm⁶
SA
Surface area per metre
2.52
m²/m
Wn
Normalized unit warping function
41,300
mm²
Sw
Warping statical moment
315
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet