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.
W1000x584 W40x392
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W1000x584 to scale.
Property
Description
Value
Unit
Mass
Mass per length
584
kg/m
D
Depth of section or height of vertical leg
1,056
mm
B
Width of flange or horizontal leg
314
mm
T
Thickness of flange
64
mm
W
Thickness of web
36
mm
BT
Width-to-thickness ratio of flange
2.45
HW
Clear depth-to-thickness ratio of web
25.78
K
Distance between outer face of flange and web-toe of fillet
96
mm
K1
Distance between middle line of web and flange-toe of fillet
48
mm
Dnom
Nominal depth of section
1,000
mm
A
Cross-sectional area
74,400
mm²
Ix
Moment of inertia about axis XX
12,500
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
23,600
10³ mm³
Rx
Radius of gyration about axis XX
409
mm
Zx
Plastic modulus about axis XX
28,000
10³ mm³
Iy
Moment of inertia about axis YY
334
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
2,130
10³ mm³
Ry
Radius of gyration about axis YY
67
mm
Zy
Plastic modulus about axis YY
3,470
10³ mm³
J
St-Venant torsional constant
71,500
10³ mm⁴
Cw
Warping constant
82,200
10⁹ mm⁶
SA
Surface area per metre
3.3
m²/m
Wn
Normalized unit warping function
77,900
mm²
Sw
Warping statical moment
391
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet