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.
W250x167 W10x112
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Column.
W250x167 to scale.
Property
Description
Value
Unit
Mass
Mass per length
167
kg/m
D
Depth of section or height of vertical leg
289
mm
B
Width of flange or horizontal leg
265
mm
T
Thickness of flange
31.8
mm
W
Thickness of web
19.2
mm
BT
Width-to-thickness ratio of flange
4.17
HW
Clear depth-to-thickness ratio of web
11.74
K
Distance between outer face of flange and web-toe of fillet
52
mm
K1
Distance between middle line of web and flange-toe of fillet
29
mm
Dnom
Nominal depth of section
250
mm
A
Cross-sectional area
21,300
mm²
Ix
Moment of inertia about axis XX
300
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
2,080
10³ mm³
Rx
Radius of gyration about axis XX
119
mm
Zx
Plastic modulus about axis XX
2,430
10³ mm³
Iy
Moment of inertia about axis YY
98.8
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
746
10³ mm³
Ry
Radius of gyration about axis YY
68.1
mm
Zy
Plastic modulus about axis YY
1,140
10³ mm³
J
St-Venant torsional constant
6,310
10³ mm⁴
Cw
Warping constant
1,630
10⁹ mm⁶
SA
Surface area per metre
1.6
m²/m
Wn
Normalized unit warping function
17,000
mm²
Sw
Warping statical moment
35.9
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet