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.
W410x132 W16x89
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W410x132 to scale.
Property
Description
Value
Unit
Mass
Mass per length
132
kg/m
D
Depth of section or height of vertical leg
425
mm
B
Width of flange or horizontal leg
263
mm
T
Thickness of flange
22.2
mm
W
Thickness of web
13.3
mm
BT
Width-to-thickness ratio of flange
5.92
HW
Clear depth-to-thickness ratio of web
28.62
K
Distance between outer face of flange and web-toe of fillet
44
mm
K1
Distance between middle line of web and flange-toe of fillet
27
mm
Dnom
Nominal depth of section
410
mm
A
Cross-sectional area
16,800
mm²
Ix
Moment of inertia about axis XX
538
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
2,530
10³ mm³
Rx
Radius of gyration about axis XX
179
mm
Zx
Plastic modulus about axis XX
2,850
10³ mm³
Iy
Moment of inertia about axis YY
67.4
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
512
10³ mm³
Ry
Radius of gyration about axis YY
63.3
mm
Zy
Plastic modulus about axis YY
785
10³ mm³
J
St-Venant torsional constant
2,250
10³ mm⁴
Cw
Warping constant
2,730
10⁹ mm⁶
SA
Surface area per metre
1.88
m²/m
Wn
Normalized unit warping function
26,500
mm²
Sw
Warping statical moment
38.7
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet