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.
W360x110 W14x74
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column or beam.
W360x110 to scale.
Property
Description
Value
Unit
Mass
Mass per length
110
kg/m
D
Depth of section or height of vertical leg
360
mm
B
Width of flange or horizontal leg
256
mm
T
Thickness of flange
19.9
mm
W
Thickness of web
11.4
mm
BT
Width-to-thickness ratio of flange
6.43
HW
Clear depth-to-thickness ratio of web
28.09
K
Distance between outer face of flange and web-toe of fillet
42
mm
K1
Distance between middle line of web and flange-toe of fillet
26
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
14,000
mm²
Ix
Moment of inertia about axis XX
331
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
1,840
10³ mm³
Rx
Radius of gyration about axis XX
154
mm
Zx
Plastic modulus about axis XX
2,060
10³ mm³
Iy
Moment of inertia about axis YY
55.7
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
435
10³ mm³
Ry
Radius of gyration about axis YY
63
mm
Zy
Plastic modulus about axis YY
664
10³ mm³
J
St-Venant torsional constant
1,600
10³ mm⁴
Cw
Warping constant
1,610
10⁹ mm⁶
SA
Surface area per metre
1.72
m²/m
Wn
Normalized unit warping function
21,800
mm²
Sw
Warping statical moment
27.7
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet