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.
W760x350 W30x235
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W760x350 to scale.
Property
Description
Value
Unit
Mass
Mass per length
350
kg/m
D
Depth of section or height of vertical leg
795
mm
B
Width of flange or horizontal leg
382
mm
T
Thickness of flange
38.1
mm
W
Thickness of web
21.1
mm
BT
Width-to-thickness ratio of flange
5.01
HW
Clear depth-to-thickness ratio of web
34.07
K
Distance between outer face of flange and web-toe of fillet
70
mm
K1
Distance between middle line of web and flange-toe of fillet
41
mm
Dnom
Nominal depth of section
760
mm
A
Cross-sectional area
44,600
mm²
Ix
Moment of inertia about axis XX
4,870
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
12,200
10³ mm³
Rx
Radius of gyration about axis XX
330
mm
Zx
Plastic modulus about axis XX
13,900
10³ mm³
Iy
Moment of inertia about axis YY
355
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
1,860
10³ mm³
Ry
Radius of gyration about axis YY
89.1
mm
Zy
Plastic modulus about axis YY
2,870
10³ mm³
J
St-Venant torsional constant
16,800
10³ mm⁴
Cw
Warping constant
50,800
10⁹ mm⁶
SA
Surface area per metre
3.08
m²/m
Wn
Normalized unit warping function
72,300
mm²
Sw
Warping statical moment
263
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet