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.
W360x677 W14x455
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W360x677 to scale.
Property
Description
Value
Unit
Mass
Mass per length
677
kg/m
D
Depth of section or height of vertical leg
483
mm
B
Width of flange or horizontal leg
428
mm
T
Thickness of flange
81.5
mm
W
Thickness of web
51.2
mm
BT
Width-to-thickness ratio of flange
2.63
HW
Clear depth-to-thickness ratio of web
6.25
K
Distance between outer face of flange and web-toe of fillet
113
mm
K1
Distance between middle line of web and flange-toe of fillet
56
mm
Dnom
Nominal depth of section
360
mm
A
Cross-sectional area
86,300
mm²
Ix
Moment of inertia about axis XX
2,990
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
12,400
10³ mm³
Rx
Radius of gyration about axis XX
186
mm
Zx
Plastic modulus about axis XX
15,300
10³ mm³
Iy
Moment of inertia about axis YY
1,070
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
4,990
10³ mm³
Ry
Radius of gyration about axis YY
111
mm
Zy
Plastic modulus about axis YY
7,680
10³ mm³
J
St-Venant torsional constant
164,000
10³ mm⁴
Cw
Warping constant
43,100
10⁹ mm⁶
SA
Surface area per metre
2.58
m²/m
Wn
Normalized unit warping function
43,000
mm²
Sw
Warping statical moment
375
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet