A1000 Elements of Section

Part No. Mass
kg/m
Area of
Section
mm2
Axis XX
Axis YY
I
106mm4
Z
103mm3
r
mm
A1000 1.62 207 0.026
0.034
1.466
2.116
11.2
12.8
A1001 3.25 414 0.133
0.067
4.175
4.237
17.9
12.8
Note: l - Moment of Inertia, Z - Section Modulus, r - Radius of Gyration
For Slip and Pullout Performance details refer to this Tab Section.
A1000 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 A1000 7.36 0.29 26.98
A1001 16.17 0.12 59.99
500 A1000 3.68 1.14 20.05
A1001 10.47 0.64 56.28
750 A1000 2.54 2.57 14.26
A1001 6.98 1.44 50.60
1000 A1000 1.84 4.57 10.19
A1001 5.23 2.57 43.60
1250 A1000 1.47 7.14 7.78
A1001 4.19 4.01 36.00
1500 A1000 1.23 10.29 6.23
A1001 3.49 5.78 28.49
1750 A1000 1.05 14.00 5.12
A1001 2.99 7.86 21.58
2000 A1000 0.92 18.29 4.27
A1001 2.62 10.27 16.52
2250 A1000 0.82 23.15 0.00
A1001 2.33 12.99 13.05
2500 A1000 0.74 28.58 0.00
A1001 2.09 16.04 10.57
2750 A1000 0.67 34.58 0.00
A1001 1.90 19.41 0.00
3000 A1000 0.61 41.15 0.00
A1001 1.74 23.10 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.
Load Data - For Unistrut Sections Subject To Crushing Loads