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Flanged Column

Typical foundation details are provided for guidance only and the soil conditions should be checked by the client before use with a qualified engineer.

CU Lighting will only accept responsibility for foundations that have been specially designed for a site and in order to do so we will require a site investigation to have been completed to provide the information we specify.

Special designs are not provided free of charge.

This is a short review of typical foundation details for flanged columns.

For Flange Base Details and Bolt Specification refer to the flange details.

Standard CU Bolt Sizes
Projection above Ground
(mm)
M16 x 450mm J-bolt
80
M24 x 550mm J-bolt
90
M27 x 850mm Stud
170

Method of using this review:
1 Select relevant column from tables
2 Look up Max OTM (Overturning Moment) for the Column to be used
3 The typical foundation dimensions can now be found from the table on below.

Trenches for cables should be at least 1000mm deep and as narrow as possible. The cable should be laid on and surrounded by sand with a surround thickness of at least 150mm.

Protection tiles should be placed on top of the sand fill. The trench may then be back filled with excavated material with an "Electrical Warning" tape laid at mid depth.

Flange Loads
Stepped
CU Column Reference
Maximum OTM (kNm
Bolt Size (mm)
FF2503001
4
M16
FF2504001
4
M16
FF2305701
3
M16
FF2505001
4
M16
FF2505B01/B03/B05/B07
3
M16
FF2506001
4
M16
FF2506B01/B03/B05/B07
4
M16
FF2605A03
8
M24
FF2606A03
9
M24
FF2608A01
9
M24
FF2608A02
10
M24
FF2608A03
11
M24
FF2608A04
11
M24
FF2608A05
13
M24
FF2608A06
15
M24
FF2610A01
11
M24
FF2610A02
11
M24
FF2610A03
13
M24
FF2610A04
15
M24
FF2710001
19
M24
FF2710002
22
M24
FF2712001
19
M24
FF2712002
22
M24
FF2712003
22
M24
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Mid Hinged
5103714 - 3.5m L/WT
4
M16
5103712 - 4.0m L/WT
4
M16
5103710 - 4.7m L/WT
4
M16
5103709 - 5.7m L/WT
4
M16
MAN47HF - 4.7m Manchester
4
M16
MAN57HF - 5.7m Manchester
4
M16
SMH35FHV - 3.5m H/WT
4
M16
SMH40FHV - 4.0m H/WT
4
M16
SMH47FHV - 4.7m H/WT
4
M16
SMH57FHV - 5.7m H/WT
4
M16
LMH08FD - 8m L/WT
16
M24
LMH10FD - 10m L/WT
18
M24
LMH12FD - 12m L/WT
23
M24
HMH10FD - 10m H/WT
50
M24
HMH12FD - 12m H/WT
55
M24
HMH14FD - 14m H/WT
61
M27
HMH15NFD - 15m H/WT
66
M27
HMH16FD - 16m H/WT
69
M27
HMH18FD - 18m H/WT
70
M27
Tubular Tapered
CU Column Reference
Maximum OTM (kNm
Bolt Size (mm)
TC2303061
4
M16
TC2303075
4
M16
TC2304061
4
M16
TC2304075
4
M16
TC2305061
4
M16
TC2305001
4
M16
TC2505005
5
M16
TC2505009
5
M16
TC2506075
6
M16
TH508009
7
M24
TH508075
9
M24
TH610013
12
M24
TH610075
12
M24
TH612001
16
M24
TH612075
14
M24
TH712007
19
M24
 
Apollo
NAP05FH - 5m APOLLO
7
M16
NAP06FH - 6m APOLLO
7
M16
 
International
NIN08FH - 8m International
19
M24
NIN10FH - 10m International
20
M24
NIN12FH - 12m International
24
M24
 
Base Hinged
5104012 - 12m L/WT
44
M27
5104014 - 14m L/WT
44
M27
5104004 - 16m L/WT
44
M27
 
Floodpoles
1014SDF - 10m SFP
24
M24
1214SDF - 12m SFP
28
M24
1414SDF - 14m SFP
30
M24
1614SDF - 16m SFP
32
M27
1814SDF - 18m SFP
43
M27
2014SDF - 20m SFP
56
M27
 
Eco Poles
5102313 - 7m Eco Pole
15.5
M24

These moments are calculated in accordance with the loadings which are imposed under BS EN 40 for standard lighting applications

Square Width (mm x mm)
Depth
(mm)
Overturning
Moment (kNm)
850
625
3
950
625
4
1050
675
5
1100
700
6
1150
725
8
1250
775
10
1350
825
15
1500
900
20
1700
1000
30
1800
1050
40
1900
1100
50
2000
1250
75

Notes:
1. Foundations should be constructed using Grade C25 concrete

2. A minimum curing period of 14 days should be allowed

3. Special precautions must be taken where aggressive ground conditions exist

4. Do not forget cable entry ducts which should exit in the centre of the foundation

5. The foundation bolts assembly must be fixed in the correct position, see instructions

6. The specified projection of bolts above the foundation must be observed

Flanged Column Rooted Column Flange Details Fixing Instructions J Bolt Fixing Instructions M27 Bolt Rooted Column Instructions

Rooted Column

Foundations for rooted columns may be:
Prepared (for bigger columns with large overturning moment) where a socket is prepared into which the column is erected and held in position while concrete poured to fill the gap.

Unprepared (for smaller columns) where a hole is excavated in good undisturbed ground and filled with at least the minimum recommended concrete surround thickness after column erection. Always remember to provide the cable duct in the correct position with respect to the cable entry slot in the column, see Rooted Column Foundation Instructions.

Method of using this review:
1 Select relevant column from tables
2 Find the Soil Type Factor G for the site conditions, see page 4 for guidance
3 The typical foundation dimensions can now be found from the table with the relevant Soil Type Factor G

Trenches for cables should be at least 1000mm deep and as narrow as possible. The cable should be laid on and surrounded by sand with a surround thickness of at least 150mm.

Protection tiles should be placed on top of the sand fill. The trench may then be back filled with excavated material with an "Electrical Warning" tape laid at mid depth.

CU Column Ref
Maximum OTM
Root Depth
Root Ø
Thickness of Concrete Surround for soil type factor 'G'
Back to Top
kNm
mm
mm
G = 230 (mm)
G = 390 (mm)
G = 630 (mm)
Stepped Columns
FR2503001
4
800
140
150
50
50
FR2504001
4
800
140
150
50
50
FR2305701
3
800
114
150
50
50
FR2505001
4
800
140
150
50
50
FR2505B01/B03/B05/B07
3
800
140
150
50
0
FR2506001
4
1000
140
50
0
0
FR2506B01/B03/B05/B07
4
1000
168
50
0
0
FR2605A03
8
800
168
300
250
150
FR2606A03
9
1000
168
200
100
50
FR2608A01
9
1200
168
100
50
0
FR2608A02
10
1200
168
100
50
0
FR2608A03
11
1200
168
150
50
0
FR2608A04
11
1200
168
150
50
0
FR2608A05
13
1200
168
150
100
50
FR2608A06
15
1200
168
200
100
50
FR2610A01
11
1500
168
50
0
0
FR2610A02
11
1500
168
50
0
0
FR2610A03
13
1500
168
50
0
0
FR2610A04
15
1500
168
50
0
0
FR2710001
19
1500
194
100
50
0
FR2710002
22
1500
194
100
50
0
FR2712001
19
1700
194
50
0
0
FR2712002
22
1700
194
50
0
0
FR2712003
22
1700
194
50
0
0
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Tapered
TT2303061
4
800
114
150
100
50
TT2303075
4
800
114
150
100
50
TT2304061
4
800
114
150
100
50
TT2304075
4
800
114
150
100
50
TT2305061
4
800
114
150
100
50
TT2305001
4
800
114
150
100
50
TT2505005
5
800
140
250
150
50
TT2505009
5
800
140
250
150
50
TT2506075
6
1000
140
150
50
0
TT508009
7
1200
140
50
0
0
TT508075
9
1200
140
100
50
0
TT610013
12
1500
168
50
0
0
TT610075
12
1500
168
50
0
0
TT612001
16
1700
168
50
0
0
TT612075
14
1700
168
50
0
0
TT712007
14
1700
194
100
50
0
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Mid Hinged
5103713 - 3.5m L/WT
4
800
178
150
50
50
5103711 - 4.0m L/WT
4
800
178
150
100
50
5103705 - 4.7m L/WT
4
800
178
150
100
50
5103708 - 5.7m L/WT
4
1000
178
50
0
0
MAN47HR - 4.7m MANCHESTER
4
800
178
150
100
50
MAN57HR - 5.7m MANCHESTER
4
1000
178
50
0
0
SMH35RHV - 3.5m H/WT
4
800
178
150
50
0
SMH40RHV - 4.0m H/WT
4
800
178
150
50
0
SMH47RHV - 4.7m H/WT
4
800
178
150
50
0
SMH57RHV - 5.7m H/WT
4
1000
178
50
0
0
LMH08RD - 8m L/WT
16
1200
226
200
100
50
LMH10RD - 10m L/WT
18
1500
231
100
0
0
LMH12RD - 12m L/WT
23
1700
235
100
0
0
HMH10RD - 10m H/WT
50
1500
370
350
150
50
HMH12RD - 12m H/WT
55
1700
370
200
100
0
HMH14RD - 14m H/WT
61
2000
370
100
0
0
HMH15NRD - 15m H/WT
66
2000
380
150
0
0
HMH16RD - 16m H/WT
69
2000
370
150
50
0
HMH18RD - 18m H/WT
70
2000
365
150
50
0
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Apollo
NAP05RH - 5m APOLLO
7
800
190
300
200
100
NAP06RH - 6m APOLLO
7
800
190
300
200
100
 
International
NIN08RH - 8m INTERNATIONAL
19
1200
235
250
100
50
NIN10RH - 10m INTERNATIONAL
20
1500
245
100
50
0
NIN12RH - 12m INTERNATIONAL
24
1700
270
50
0
0
 
Floodpoles
1014SDR - 10m SFP
22
1500
271
100
0
0
1214SDR - 12m SFP
28
1700
300
1414SDR - 14m SFP
30
2000
326
50
0
0
1514SDR - 15m SFP
31
2000
342
50
0
0
1614SDR - 16m SFP
32
2000
356
50
0
0
1814SDR - 18m SFP
43
2000
386
0
0
0
2014SDR - 20m SFP
56
2000
0
0
0
0
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Root Details

Typical details are provided for guidance use only and should be checked before use, by a qualified engineer

Minimum Concrete Surround Thicknesses

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Foundations
Typical Concrete Foundation dimensions for Flanged Columns with minimum Ground Bearing Pressure 100kN/m²