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.
W360x39 W14x26
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W360x39 to scale.
Property
Description
Value
Unit
Mass
Mass per length
39
kg/m
D
Depth of section or height of vertical leg
353
mm
B
Width of flange or horizontal leg
128
mm
T
Thickness of flange
10.7
mm
W
Thickness of web
6.5
mm
BT
Width-to-thickness ratio of flange
5.98
HW
Clear depth-to-thickness ratio of web
51.02
K
Distance between outer face of flange and web-toe of fillet
29
mm
K1
Distance between middle line of web and flange-toe of fillet
20
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
4,980
mm²
Ix
Moment of inertia about axis XX
102
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
580
10³ mm³
Rx
Radius of gyration about axis XX
143
mm
Zx
Plastic modulus about axis XX
662
10³ mm³
Iy
Moment of inertia about axis YY
3.75
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
58.6
10³ mm³
Ry
Radius of gyration about axis YY
27.4
mm
Zy
Plastic modulus about axis YY
91.6
10³ mm³
J
St-Venant torsional constant
150
10³ mm⁴
Cw
Warping constant
110
10⁹ mm⁶
SA
Surface area per metre
1.21
m²/m
Wn
Normalized unit warping function
11,000
mm²
Sw
Warping statical moment
3.75
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet