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W920x970 W36x652
W shapes. CISC SST 12.1. Not produced in Canada. Normal use: Beam.
W920x970 to scale.
Property
Description
Value
Unit
Mass
Mass per length
970
kg/m
D
Depth of section or height of vertical leg
1,043
mm
B
Width of flange or horizontal leg
446
mm
T
Thickness of flange
89.9
mm
W
Thickness of web
50
mm
BT
Width-to-thickness ratio of flange
2.48
HW
Clear depth-to-thickness ratio of web
17.26
K
Distance between outer face of flange and web-toe of fillet
121
mm
K1
Distance between middle line of web and flange-toe of fillet
55
mm
Dnom
Nominal depth of section
920
mm
A
Cross-sectional area
124,000
mm²
Ix
Moment of inertia about axis XX
21,000
10⁶ mm⁴
Sx
Elastic section modulus about axis XX
40,300
10³ mm³
Rx
Radius of gyration about axis XX
412
mm
Zx
Plastic modulus about axis XX
47,700
10³ mm³
Iy
Moment of inertia about axis YY
1,340
10⁶ mm⁴
Sy
Elastic section modulus about axis YY
6,000
10³ mm³
Ry
Radius of gyration about axis YY
104
mm
Zy
Plastic modulus about axis YY
9,490
10³ mm³
J
St-Venant torsional constant
243,000
10³ mm⁴
Cw
Warping constant
304,000
10⁹ mm⁶
SA
Surface area per metre
3.77
m²/m
Wn
Normalized unit warping function
106,000
mm²
Sw
Warping statical moment
1,070
10⁶ mm⁴
Qf
Statical moment at point in flange in line with web face
calcsheet