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.
W360x179 W14x120
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x179 to scale.
Property
Description
Value
Unit
Mass
Mass per length
179
kg/m
D
Depth of section or height of vertical leg
368
mm
B
Width of flange or horizontal leg
373
mm
T
Thickness of flange
23.9
mm
W
Thickness of web
15
mm
BT
Width-to-thickness ratio of flange
7.8
HW
Clear depth-to-thickness ratio of web
21.35
K
Distance between outer face of flange and web-toe of fillet
55
mm
K1
Distance between middle line of web and flange-toe of fillet
38
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
22,800
mm²
Ix
Moment of inertia about axis XX
574
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
3,120
10³ mm³
Rx
Radius of gyration about axis XX
159
mm
Zx
Plastic modulus about axis XX
3,480
10³ mm³
Iy
Moment of inertia about axis YY
207
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,110
10³ mm³
Ry
Radius of gyration about axis YY
95.2
mm
Zy
Plastic modulus about axis YY
1,680
10³ mm³
J
St-Venant torsional constant
3,910
10³ mm⁴
Cw
Warping constant
6,120
10⁹ mm⁶
SA
Surface area per metre
2.2
m²/m
Wn
Normalized unit warping function
32,100
mm²
Sw
Warping statical moment
71.5
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet