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.
W1100x548 W44x368
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W1100x548 to scale.
Property
Description
Value
Unit
Mass
Mass per length
548
kg/m
D
Depth of section or height of vertical leg
1,128
mm
B
Width of flange or horizontal leg
407
mm
T
Thickness of flange
50
mm
W
Thickness of web
28
mm
BT
Width-to-thickness ratio of flange
4.07
HW
Clear depth-to-thickness ratio of web
36.71
K
Distance between outer face of flange and web-toe of fillet
82
mm
K1
Distance between middle line of web and flange-toe of fillet
44
mm
Dnom
Nominal depth of section
1,100
mm
A
Cross-sectional area
70,300
mm²
Ix
Moment of inertia about axis XX
14,600
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
25,800
10³ mm³
Rx
Radius of gyration about axis XX
455
mm
Zx
Plastic modulus about axis XX
29,700
10³ mm³
Iy
Moment of inertia about axis YY
564
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
2,770
10³ mm³
Ry
Radius of gyration about axis YY
89.6
mm
Zy
Plastic modulus about axis YY
4,360
10³ mm³
J
St-Venant torsional constant
43,400
10³ mm⁴
Cw
Warping constant
164,000
10⁹ mm⁶
SA
Surface area per metre
3.83
m²/m
Wn
Normalized unit warping function
110,000
mm²
Sw
Warping statical moment
558
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet