P4000 Elements of Section

Part No. Mass
kg/m
Area of
Section
mm2
Axis XX
Axis YY
I
106mm4
Z
103mm3
r
mm
P4000 1.26 160 0.010
0.039
0.786
1.880
7.8
15.6
P4001 2.51 320 0.044
0.078
2.082
3.764
11.7
15.6
P4002-1 3.22 410 0.019
0.247
1.036
4.946
6.9
24.6
P4003 3.77 480 0.180
0.083
5.636
4.002
19.3
13.1
Note: l - Moment of Inertia, Z - Section Modulus, r - Radius of Gyration
For Slip and Pullout Performance details refer to this Tab Section.
PP4000 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 P4000 4.20 0.44 22.36
P4001 10.39 0.24 49.05
P4003 11.16 0.06 73.53
P4002-1 4.71 0.25 51.41
500 P4000 2.10 1.77 16.30
P4001 5.55 1.03 45.24
P4003 11.16 0.51 68.80
P4002-1 2.35 0.99 42.12
750 P4000 1.40 3.98 10.46
P4001 3.70 2.33 39.54
P4003 10.02 1.53 62.23
P4002-1 2.35 0.99 42.12
1000 P4000 1.05 7.08 6.54
P4001 2.78 4.14 32.74
P4003 7.52 2.73 53.62
P4002-1 1.18 3.95 18.99
1250 P4000 0.84 11.07 4.54
P4001 2.22 6.46 25.69
P4003 6.01 4.26 44.23
P4002-1 0.94 6.18 12.16
1500 P4000 0.70 15.94 3.35
P4001 1.85 9.31 19.06
P4003 5.01 6.13 34.96
P4002-1 0.78 8.89 0.00
1750 P4000 0.60 21.69 0.00
P4001 1.59 12.67 14.00
P4003 4.30 8.35 26.45
P4002-1 0.67 12.10 0.00
2000 P4000 0.52 28.33 0.00
P4001 1.39 16.54 10.72
P4003 3.76 10.90 20.25
P4002-1 0.59 15.81 0.00
2250 P4000 0.47 35.86 0.00
P4001 1.23 20.94 8.47
P4003 3.34 13.80 16.01
P4002-1 0.52 20.01 0.00
2500 P4000 0.42 44.27 0.00
P4001 1.11 25.85 0.00
P4003 3.01 17.04 12.97
P4002-1 0.47 24.70 0.00
2750 P4000 0.38 53.57 0.00
P4001 1.01 31.28 0.00
P4003 2.73 20.61 0.00
P4002-1 0.43 29.89 0.00
3000 P4000 0.35 63.57 0.00
P4001 0.93 37.22 0.00
P4003 2.51 24.53 0.00
P4002-1 0.39 35.57 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.