P1000 Elements of Section

Part No. Mass
kg/m
Area of
Section
mm2
Axis XX
Axis YY
I
106mm4
Z
103mm3
r
mm
P1000 2.59 330 0.069
0.092
2.920
4.451
14.5
16.7
P1001 5.18 660 0.318
0.184
7.711
8.902
22.0
16.7
P1001-3 7.78 991 1.178
0.276
18.713
13.365
34.5
16.7
P1001C3 7.78 991 0.530
0.576
10.995
13.945
23.1
24.1
P1001D3 7.77 991 0.481
0.557
10.203
13.491
22.0
23.7
P1001C41 10.38 1322 0.688
0.931
16.670
22.546
22.8
26.5
P1003 4.55 580 0.120
0.300
3.771
6.007
14.4
22.8
P1004A 9.12 1162 1.529
0.424
24.660
18.336
36.3
19.1
Note: l - Moment of Inertia, Z - Section Modulus, r - Radius of Gyration
For Slip and Pullout Performance details refer to this Tab Section.
P1000 Beam & Column Load
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 P1000 14.83 0.22 45.51
P1001 25.64 0.08 97.71
P1001-3 27.90 0.02 146.48
P1001C3 25.64 0.05 145.92
P1001C41 25.64 0.04 195.70
P1003 17.46 0.15 78.01
P1004A 26.33 0.02 157.31
500 P1000 7.42 0.87 36.84
P1001 19.58 0.50 94.09
P1001-3 27.90 0.19 141.13
P1001C3 25.64 0.39 138.70
P1001C41 25.64 0.30 188.76
P1003 8.73 0.59 74.48
P1004A 26.33 0.14 153.24
750 P1000 4.94 1.97 28.22
P1001 13.06 1.13 88.35
P1001-3 27.90 0.65 132.53
P1001C3 18.61 0.96 128.60
P1001C41 25.64 1.02 178.34
P1003 5.82 1.33 68.94
P1004A 26.33 0.47 146.68
1000 P1000 3.71 3.50 21.44
P1001 9.79 2.00 80.90
P1001-3 23.76 1.31 121.36
P1001C3 13.96 1.72 117.29
P1001C41 21.16 2.00 165.65
P1003 4.36 2.37 61.87
P1004A 26.33 1.12 137.97
1250 P1000 2.97 5.46 16.42
P1001 7.83 3.13 72.23
P1001-3 19.01 2.05 108.36
P1001C3 11.17 2.68 105.77
P1001C41 16.93 3.13 151.78
P1003 3.49 3.70 53.84
P1004A 22.82 1.90 127.53
1500 P1000 2.47 7.87 13.20
P1001 6.53 4.50 62.89
P1001-3 15.84 2.95 94.35
P1001C3 9.31 3.86 94.42
P1001C41 14.11 4.50 137.52
P1003 2.91 5.33 45.43
P1004A 19.02 2.73 115.84
1750 P1000 2.12 10.71 11.00
P1001 5.60 6.13 53.40
P1001-3 13.58 4.02 80.11
P1001C3 7.98 5.25 83.31
P1001C41 12.09 6.13 123.36
P1003 2.49 7.25 37.16
P1004A 16.30 3.72 103.39
2000 P1000 1.85 13.99 9.35
P1001 4.90 8.01 44.21
P1001-3 11.88 5.25 66.33
P1001C3 6.98 6.86 72.48
P1001C41 10.58 8.01 109.59
P1003 2.18 9.48 29.41
P1004A 14.26 4.86 90.69
2250 P1000 1.65 17.70 8.05
P1001 4.35 10.13 35.62
P1001-3 10.56 6.65 53.44
P1001C3 6.20 8.68 62.04
P1001C41 9.41 10.13 96.41
P1003 1.94 11.99 23.24
P1004A 12.68 6.15 78.16
2500 P1000 1.48 21.85 7.01
P1001 3.92 12.51 28.85
P1001-3 9.50 8.21 43.29
P1001C3 5.58 10.72 52.11
P1001C41 8.47 12.51 83.93
P1003 1.75 14.81 18.82
P1004A 11.41 7.59 66.20
2750 P1000 1.35 26.44 6.14
P1001 3.56 15.14 23.85
P1001-3 8.64 9.93 35.78
P1001C3 5.08 12.97 44.05
P1001C41 7.70 15.13 72.11
P1003 3.56 15.14 23.85
P1004A 10.37 9.19 55.06
3000 P1000 1.24 31.47 0.00
P1001 3.26 18.02 20.04
P1001-3 7.92 11.82 30.07
P1001C3 4.65 15.44 37.67
P1001C41 7.05 18.01 62.18
P1003 1.45 21.32 0.00
P1004A 9.51 10.93 46.27
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.