P5500 Elements of Section

Part No. Mass
kg/m
Area of
Section
mm2
Axis XX
Axis YY
I
106mm4
Z
103mm3
r
mm
P5500 3.400 433 0.197
0.131
5.73
6.328
21.3
17.4
P5501 6.810 867 1.052
0.261
16.99
12.662
34.8
17.4
Note: l - Moment of Inertia, Z - Section Modulus, r - Radius of Gyration
For Slip and Pullout Performance details refer to this Tab Section.
P5500 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 P5500 27.04 0.14 57.03
P5501 27.04 0.03 122.16
500 P5500 13.84 0.57 45.91
P5501 27.04 0.21 118.17
750 P5500 9.23 1.29 33.78
P5501 27.04 0.71 111.82
1000 P5500 6.92 2.29 23.85
P5501 20.50 1.27 103.50
1250 P5500 5.54 3.58 17.38
P5501 16.40 1.98 93.71
1500 P5500 4.61 5.15 13.76
P5501 13.67 2.86 82.98
1750 P5500 3.95 7.01 11.48
P5501 11.72 3.89 71.88
2000 P5500 3.46 9.16 9.89
P5501 10.25 5.08 60.91
2250 P5500 3.08 11.59 8.72
P5501 9.11 6.43 50.48
2500 P5500 2.77 14.31 7.81
P5501 8.20 7.93 41.04
2750 P5500 2.52 17.31 7.06
P5501 7.46 9.60 33.92
3000 P5500 2.31 20.61 6.43
P5501 6.83 11.42 28.50
3250 P5500 2.13 24.18 5.89
P5501 6.31 13.41 24.28
3500 P5500 1.98 28.05 0.00
P5501 5.86 15.55 0.00
3750 P5500 1.85 32.20 0.00
P5501 5.47 17.85 0.00
4000 P5500 1.73 36.63 0.00
P5501 5.13 20.31 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.