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.
W360x509 W14x342
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x509 to scale.
Property
Description
Value
Unit
Mass
Mass per length
509
kg/m
D
Depth of section or height of vertical leg
446
mm
B
Width of flange or horizontal leg
416
mm
T
Thickness of flange
62.7
mm
W
Thickness of web
39.1
mm
BT
Width-to-thickness ratio of flange
3.32
HW
Clear depth-to-thickness ratio of web
8.2
K
Distance between outer face of flange and web-toe of fillet
94
mm
K1
Distance between middle line of web and flange-toe of fillet
50
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
64,900
mm²
Ix
Moment of inertia about axis XX
2,050
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
9,170
10³ mm³
Rx
Radius of gyration about axis XX
178
mm
Zx
Plastic modulus about axis XX
11,000
10³ mm³
Iy
Moment of inertia about axis YY
754
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
3,630
10³ mm³
Ry
Radius of gyration about axis YY
108
mm
Zy
Plastic modulus about axis YY
5,550
10³ mm³
J
St-Venant torsional constant
73,900
10³ mm⁴
Cw
Warping constant
27,700
10⁹ mm⁶
SA
Surface area per metre
2.48
m²/m
Wn
Normalized unit warping function
39,900
mm²
Sw
Warping statical moment
260
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet