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.
W360x744 W14x500
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x744 to scale.
Property
Description
Value
Unit
Mass
Mass per length
744
kg/m
D
Depth of section or height of vertical leg
498
mm
B
Width of flange or horizontal leg
432
mm
T
Thickness of flange
88.9
mm
W
Thickness of web
55.6
mm
BT
Width-to-thickness ratio of flange
2.43
HW
Clear depth-to-thickness ratio of web
5.76
K
Distance between outer face of flange and web-toe of fillet
120
mm
K1
Distance between middle line of web and flange-toe of fillet
58
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
94,800
mm²
Ix
Moment of inertia about axis XX
3,420
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
13,700
10³ mm³
Rx
Radius of gyration about axis XX
190
mm
Zx
Plastic modulus about axis XX
17,200
10³ mm³
Iy
Moment of inertia about axis YY
1,200
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
5,550
10³ mm³
Ry
Radius of gyration about axis YY
112
mm
Zy
Plastic modulus about axis YY
8,550
10³ mm³
J
St-Venant torsional constant
214,000
10³ mm⁴
Cw
Warping constant
50,200
10⁹ mm⁶
SA
Surface area per metre
2.61
m²/m
Wn
Normalized unit warping function
44,200
mm²
Sw
Warping statical moment
424
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet