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.
W360x122 W14x82
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column or beam.
W360x122 to scale.
Property
Description
Value
Unit
Mass
Mass per length
122
kg/m
D
Depth of section or height of vertical leg
363
mm
B
Width of flange or horizontal leg
257
mm
T
Thickness of flange
21.7
mm
W
Thickness of web
13
mm
BT
Width-to-thickness ratio of flange
5.92
HW
Clear depth-to-thickness ratio of web
24.58
K
Distance between outer face of flange and web-toe of fillet
44
mm
K1
Distance between middle line of web and flange-toe of fillet
27
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
15,500
mm²
Ix
Moment of inertia about axis XX
365
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
2,010
10³ mm³
Rx
Radius of gyration about axis XX
154
mm
Zx
Plastic modulus about axis XX
2,270
10³ mm³
Iy
Moment of inertia about axis YY
61.5
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
478
10³ mm³
Ry
Radius of gyration about axis YY
63
mm
Zy
Plastic modulus about axis YY
732
10³ mm³
J
St-Venant torsional constant
2,110
10³ mm⁴
Cw
Warping constant
1,790
10⁹ mm⁶
SA
Surface area per metre
1.73
m²/m
Wn
Normalized unit warping function
21,900
mm²
Sw
Warping statical moment
30.6
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet