P2000 Elements of Section

Part No. Mass
kg/m
Area of
Section
mm2
Axis XX
Axis YY
I
106mm4
Z
103mm3
r
mm
P2000 1.79 228 0.052
0.065
2.297
3.143
15.2
16.9
P2001 3.63 462 0.261
0.131
6.321
6.367
23.8
16.9
P2001C3 5.46 695 0.394
0.418
8.302
8.410
23.8
24.5
Note: l - Moment of Inertia, Z - Section Modulus, r - Radius of Gyration
For Slip and Pullout Performance details refer to this Tab Section.
P2000 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 P2000 10.30 0.20 32.92
P2001 11.78 0.05 70.84
P2001C3 11.77 0.03 106.31
500 P2000 6.06 0.94 26.55
P2001 11.78 0.37 68.18
P2001C3 11.77 0.24 101.69
750 P2000 4.04 2.12 19.21
P2001 11.09 1.17 63.96
P2001C3 11.77 0.24 94.74
1000 P2000 3.03 3.77 12.91
P2001 8.32 2.07 58.50
P2001C3 10.91 1.80 86.31
1250 P2000 2.42 5.89 9.03
P2001 6.65 3.24 52.15
P2001C3 8.73 2.82 77.21
1500 P2000 2.02 8.48 6.89
P2001 5.54 4.67 45.32
P2001C3 7.28 4.06 68.03
1750 P2000 1.73 11.54 5.56
P2001 4.75 6.35 38.39
P2001C3 6.24 5.53 59.16
2000 P2000 1.27 (2) 8.41 5.46
P2001 3.48 (2) 4.63 31.77
P2001C3 4.01 (2) 3.97 58.18
2250 P2000 1.35 19.07 4.02
P2001 3.70 10.50 25.48
P2001C3 4.85 9.13 43.10
2500 P2000 1.21 23.55 3.53
P2001 3.33 12.96 20.64
P2001C3 4.37 11.28 36.13
2750 P2000 1.10 28.49 3.14
P2001 3.02 15.68 17.06
P2001C3 3.97 13.64 30.72
3000 P2000 1.01 33.91 2.82
P2001 2.77 18.66 14.33
P2001C3 3.64 16.24 26.44
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.