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.
W410x74 W16x50
W shapes. CISC SST 12.1. Produced in Canada. Normal use: Beam.
W410x74 to scale.
Property
Description
Value
Unit
Mass
Mass per length
74
kg/m
D
Depth of section or height of vertical leg
413
mm
B
Width of flange or horizontal leg
180
mm
T
Thickness of flange
16
mm
W
Thickness of web
9.7
mm
BT
Width-to-thickness ratio of flange
5.63
HW
Clear depth-to-thickness ratio of web
39.28
K
Distance between outer face of flange and web-toe of fillet
38
mm
K1
Distance between middle line of web and flange-toe of fillet
25
mm
Dnom
Nominal depth of section
410
mm
A
Cross-sectional area
9,540
mm²
Ix
Moment of inertia about axis XX
275
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
1,330
10³ mm³
Rx
Radius of gyration about axis XX
170
mm
Zx
Plastic modulus about axis XX
1,510
10³ mm³
Iy
Moment of inertia about axis YY
15.6
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
173
10³ mm³
Ry
Radius of gyration about axis YY
40.4
mm
Zy
Plastic modulus about axis YY
269
10³ mm³
J
St-Venant torsional constant
636
10³ mm⁴
Cw
Warping constant
614
10⁹ mm⁶
SA
Surface area per metre
1.53
m²/m
Wn
Normalized unit warping function
17,900
mm²
Sw
Warping statical moment
12.9
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face