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.
W250x149 W10x100
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W250x149 to scale.
Property
Description
Value
Unit
Mass
Mass per length
149
kg/m
D
Depth of section or height of vertical leg
282
mm
B
Width of flange or horizontal leg
263
mm
T
Thickness of flange
28.4
mm
W
Thickness of web
17.3
mm
BT
Width-to-thickness ratio of flange
4.63
HW
Clear depth-to-thickness ratio of web
13.02
K
Distance between outer face of flange and web-toe of fillet
49
mm
K1
Distance between middle line of web and flange-toe of fillet
28
mm
Dnom
Nominal depth of section
250
mm
A
Cross-sectional area
19,000
mm²
Ix
Moment of inertia about axis XX
259
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
1,840
10³ mm³
Rx
Radius of gyration about axis XX
117
mm
Zx
Plastic modulus about axis XX
2,130
10³ mm³
Iy
Moment of inertia about axis YY
86.2
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
656
10³ mm³
Ry
Radius of gyration about axis YY
67.4
mm
Zy
Plastic modulus about axis YY
1,000
10³ mm³
J
St-Venant torsional constant
4,510
10³ mm⁴
Cw
Warping constant
1,390
10⁹ mm⁶
SA
Surface area per metre
1.58
m²/m
Wn
Normalized unit warping function
16,700
mm²
Sw
Warping statical moment
31.1
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet