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.
W360x990 W14x665
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x990 to scale.
Property
Description
Value
Unit
Mass
Mass per length
990
kg/m
D
Depth of section or height of vertical leg
550
mm
B
Width of flange or horizontal leg
448
mm
T
Thickness of flange
115
mm
W
Thickness of web
71.9
mm
BT
Width-to-thickness ratio of flange
1.95
HW
Clear depth-to-thickness ratio of web
4.45
K
Distance between outer face of flange and web-toe of fillet
147
mm
K1
Distance between middle line of web and flange-toe of fillet
66
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
126,000
mm²
Ix
Moment of inertia about axis XX
5,190
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
18,900
10³ mm³
Rx
Radius of gyration about axis XX
203
mm
Zx
Plastic modulus about axis XX
24,300
10³ mm³
Iy
Moment of inertia about axis YY
1,730
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
7,740
10³ mm³
Ry
Radius of gyration about axis YY
117
mm
Zy
Plastic modulus about axis YY
12,000
10³ mm³
J
St-Venant torsional constant
469,000
10³ mm⁴
Cw
Warping constant
82,000
10⁹ mm⁶
SA
Surface area per metre
2.75
m²/m
Wn
Normalized unit warping function
48,700
mm²
Sw
Warping statical moment
628
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet