P3300 Elements of Section

Part No. Mass
kg/m
Area of
Section
mm2
Axis XX
Axis YY
I
106mm4
Z
103mm3
r
mm
P3300 1.82 232 0.013
0.055
0.999
2.661
7.6
15.4
P3301 3.65 465 0.063
0.110
2.841
5.329
11.6
15.4
Note: l - Moment of Inertia, Z - Section Modulus, r - Radius of Gyration
For Slip and Pullout Performance details refer to this Tab Section.
P3300 Beam & Column Loads
Beam Span
or Column
Unsupported
Height
mm
Channel
Number
Uniform
Beam
Working
Load
kN
Deflection
at Uniform
Working Load
mm
Max.
Loading of
Column
kN
250 P3300 5.52 0.42 34.88
P3301 15.58 0.25 73.20
500 P3300 2.76 1.68 27.76
P3301 7.79 1.01 67.32
750 P3300 1.84 3.79 19.42
P3301 5.19 2.26 58.55
1000 P3300 1.38 6.74 12.08
P3301 3.90 4.02 48.16
1250 P3300 1.10 10.53 7.90
P3301 3.12 6.28 37.47
1500 P3300 0.92 15.16 5.56
P3301 2.60 9.05 27.50
1750 P3300 0.79 20.63 0.00
P3301 2.23 12.32 20.21
2000 P3300 0.69 26.95 0.00
P3301 1.95 16.09 15.47
2250 P3300 0.61 34.11 0.00
P3301 1.73 20.36 12.22
2500 P3300 0.55 42.11 0.00
P3301 1.56 25.13 0.00
2750 P3300 0.50 50.95 0.00
P3301 1.42 30.41 0.00
3000 P3300 0.46 60.63 0.00
P3301 1.30 36.19 0.00
Note: The table should be read in conjunction with "Notes on Derivation of Structural Data" and "How to use Load Tables" in this Tab Section.