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.
W360x147 W14x99
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column or beam.
W360x147 to scale.
Property
Description
Value
Unit
Mass
Mass per length
147
kg/m
D
Depth of section or height of vertical leg
360
mm
B
Width of flange or horizontal leg
370
mm
T
Thickness of flange
19.8
mm
W
Thickness of web
12.3
mm
BT
Width-to-thickness ratio of flange
9.34
HW
Clear depth-to-thickness ratio of web
26.05
K
Distance between outer face of flange and web-toe of fillet
51
mm
K1
Distance between middle line of web and flange-toe of fillet
36
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
18,800
mm²
Ix
Moment of inertia about axis XX
463
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
2,570
10³ mm³
Rx
Radius of gyration about axis XX
157
mm
Zx
Plastic modulus about axis XX
2,840
10³ mm³
Iy
Moment of inertia about axis YY
167
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
904
10³ mm³
Ry
Radius of gyration about axis YY
94.3
mm
Zy
Plastic modulus about axis YY
1,370
10³ mm³
J
St-Venant torsional constant
2,230
10³ mm⁴
Cw
Warping constant
4,840
10⁹ mm⁶
SA
Surface area per metre
2.18
m²/m
Wn
Normalized unit warping function
31,500
mm²
Sw
Warping statical moment
57.6
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet