P4000 Elements of Section

Part No.Mass kg/mArea of Section mm2Axis XX
Axis YY
I
106mm4
Z
103mm3
r
mm
P40001.261600.010
0.039
0.786
1.880
7.8
15.6
P40012.513200.044
0.078
2.082
3.764
11.7
15.6
P4002-13.224100.019
0.247
1.036
4.946
6.9
24.6
P40033.774800.180
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 mmChannel NumberUniform Beam Working Load kNDeflection at Uniform Working Load mmMax. Loading of Column kN
250P40004.20.4422.36
P400110.390.2449.05
P400311.160.0673.53
P4002-14.710.2551.41
500P40002.11.7716.3
P40015.551.0345.24
P400311.160.5168.8
P4002-12.350.9942.12
750P40001.43.9810.46
P40013.72.3339.54
P400310.021.5362.23
P4002-12.350.9942.12
1000P40001.057.086.54
P40012.784.1432.74
P40037.522.7353.62
P4002-11.183.9518.99
1250P40000.8411.074.54
P40012.226.4625.69
P40036.014.2644.23
P4002-10.946.1812.16
1500P40000.715.943.35
P40011.859.3119.06
P40035.016.1334.96
P4002-10.788.890
1750P40000.621.690
P40011.5912.6714
P40034.38.3526.45
P4002-10.6712.10
2000P40000.5228.330
P40011.3916.5410.72
P40033.7610.920.25
P4002-10.5915.810
2250P40000.4735.860
P40011.2320.948.47
P40033.3413.816.01
P4002-10.5220.010
2500P40000.4244.270
P40011.1125.850
P40033.0117.0412.97
P4002-10.4724.70
2750P40000.3853.570
P40011.0131.280
P40032.7320.610
P4002-10.4329.890
3000P40000.3563.570
P40010.9337.220
P40032.5124.530
P4002-10.3935.570
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.