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Aluminium columns
Suitability tables
Celest/Civic/Oracle
Post Top Ø60/76mm
Luminaire Mount
SAP Code Catalogue No.
Height
(m)
Luminaire
Maximum
Weight (kg)
Shaft diameter
(mm)
Luminaire MaximumWind Area m
2
for
Rationalised Wind Loading Factor, Rwf N/m
2
Light
396
Medium
429
Heavy
466
X Heavy
576
Post top - direct to column
96227885 QCA3C4M
4m
14.9
76
0.51
0.46
0.41
0.31
96503703 QCA2C4M76
4m
14.9
76
0.44
0.40
0.36
0.27
96227886 QCA3C5M
5m
14.9
76
0.37
0.33
0.29
0.21
96227896 QCA2C5M76
5m
14.9
76
0.32
0.29
0.25
0.18
96227888 QCA3C6M
6m
14.9
76
0.27
0.23
0.20
0.13
96227898 QCA2C6M76
6m
14.9
76
0.24
0.21
0.18
0.12
96227847 QCA1C3M76
3m
14.9
76
0.73
0.66
0.59
0.45
96227923 QCA1C4M76
4m
14.9
76
0.44
0.39
0.34
0.23
96227925 QCA1C5M76
5m
14.9
76
0.37
0.33
0.29
0.21
Notes:
1. A standard signage of 0.3m
2
, 5kg and 2,500mm above ground level has been taken into account in the calculations. Columns or rows with values in bracket, ( ) denotes the maximum wind area, m
2
allowed with the standard signage removed.
2. All aluminium columns are designed to the European Standard BS EN40 which meets the requirements in the UK. Column capacities are provided in relation to Rationalised Wind Loading Regions and
Factors. These are defined in the EN40-3-3 Design and Verification by Calculations by the British Standards Institute (BSI) and the PD6547: 2004 National Application Document. From EN40, default
values of Terrain Category have been used, columns under 8m use Terrain Category III and columns 8m and above use Terrain Category II with a maximum site altitude of 250m from sea level.
3. Advice will be required if the location of the installation is:
Closer than 5km from the coast
Situated at an altitude greater than 250m from sea level
Subject to significant wind funnelling
Within the Shetland, Western Isles of Orkney administrative area.
4. All calculations have been completed assuming a design life of 50 years as opposed to the industry standard of 25 years.
Gamma/Legend Post Top
Post Top Ø76mm
Luminaire Mount
SAP Code Catalogue No.
Height
(m)
Luminaire
Maximum
Weight (kg)
Shaft diameter
(mm)
Luminaire MaximumWind Area m
2
for
Rationalised Wind Loading Factor, Rwf N/m
2
Light
396
Medium
429
Heavy
466
X Heavy
576
Post top - direct to column
96227885 QCA3C4M
4m
17.0
76
1.01
0.91
0.82
0.62
96503703 QCA2C4M76
4m
17.0
76
1.04
0.94
0.84
0.64
96227886 QCA3C5M
5m
17.0
76
0.56
0.50
0.44
0.31
96227896 QCA2C5M76
5m
17.0
76
0.65
0.58
0.51
0.37
96227888 QCA3C6M
6m
17.0
76
0.38
0.33
0.28
0.19
96227898 QCA2C6M76
6m
17.0
76
0.44
0.38
0.33
0.22
96227847 QCA1C3M76
3m
17.0
76
0.97
0.87
0.77
0.57
96227923 QCA1C4M76
4m
17.0
76
0.51
0.44
0.39
0.26
96227925 QCA1C5M76
5m
17.0
76
0.56
0.50
0.44
0.31
Note: 1. A standard signage of 0.3m
2
, 5kg and 2,500mm above ground level has been taken into account in the calculations.
Avenue
Post Top Ø60mm
Luminaire Mount
SAP Code Catalogue No.
Height
(m)
Luminaire
Maximum
Weight (kg)
Shaft diameter
(mm)
Luminaire MaximumWind Area m
2
for
Rationalised Wind Loading Factor, Rwf N/m
2
Light
396
Medium
429
Heavy
466
X Heavy
576
Post top - direct to column
96235757 QCA2C3M60
3m
34.2
60
0.73
0.65
0.57
00.41
Notes:
1. A standard signage of 0.3m
2
, 5kg and 2,500mm above ground level has been taken into account in the calculations.
2. All aluminium columns are designed to the European Standard BS EN40 which meets the requirements in the UK. Column capacities are provided in relation to Rationalised Wind Loading Regions and Factors. These
are defined in the EN40-3-3 Design and Verification by Calculations by the British Standards Institute (BSI) and the PD6547: 2004 National Application Document. From EN40, default values of Terrain Category
have been used, columns under 8m use Terrain Category III and columns 8m and above use Terrain Category II with a maximum site altitude of 250m from sea level.
3. Advice will be required if the location of the installation is:
Closer than 5km from the coast
Situated at an altitude greater than 250m from sea level
Subject to significant wind funnelling
Within the Shetland, Western Isles of Orkney administrative area.
4. All calculations have been completed assuming a design life of 50 years as opposed to the industry standard of 25 years.
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