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CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
The calculation
Mounting Heights
Type of Base Plate, as per
BEKA drawing No: PDP
011
Concrete Base dimensions
Max Soil Pressure
Bending Schedule on
drawing:
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that fi
conditions
Johann Schleritzko
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
•
•
•
•
The calculation
•
•
•
•
•
Mounting Heights
Type of Base Plate, as per
BEKA drawing No: PDP
011
Concrete Base dimensions
Max Soil Pressure
Bending Schedule on
drawing:
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that fi
conditions
Johann Schleritzko
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
•
•
•
•
The calculation
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Mounting Heights
Type of Base Plate, as per
BEKA drawing No: PDP
Concrete Base dimensions
Max Soil Pressure
Bending Schedule on
drawing:
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that fi
conditions
Johann Schleritzko
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
10m
12m Mounting Height
The calculation
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Mounting Heights
Type of Base Plate, as per
BEKA drawing No: PDP
Concrete Base dimensions
Max Soil Pressure
Bending Schedule on
drawing:
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that fi
conditions
Johann Schleritzko
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
10m
12m Mounting Height
The calculation
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Mounting Heights
Type of Base Plate, as per
BEKA drawing No: PDP
Concrete Base dimensions
Max Soil Pressure
Bending Schedule on
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that fi
conditions on site.
Johann Schleritzko
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
10m Mounting Height
12m Mounting Height
The calculations are
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Mounting Heights
Type of Base Plate, as per
BEKA drawing No: PDP
Concrete Base dimensions
Max Soil Pressure
Bending Schedule on
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that fi
on site.
Johann Schleritzko
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
Mounting Height
12m Mounting Height
s are
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Mounting Heights
Type of Base Plate, as per
BEKA drawing No: PDP
Concrete Base dimensions
Max Soil Pressure
Bending Schedule on
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that fi
on site.
Johann Schleritzko
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
Mounting Height
12m Mounting Height
s are based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Type of Base Plate, as per
BEKA drawing No: PDP
Concrete Base dimensions
Bending Schedule on
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
recommend that final calculations
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
Mounting Height
12m Mounting Height
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Type of Base Plate, as per
BEKA drawing No: PDP-003
Concrete Base dimensions
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
nal calculations
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
Mounting Height
12m Mounting Height
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on
Type of Base Plate, as per
003-
Concrete Base dimensions
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
nal calculations
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
6m Mounting Height
8m Mounting Height
Mounting Height
12m Mounting Height
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
Designs are based on locations of 300m above sea level.
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
nal calculations
CONCRETE FOUNDATIONS
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
Mounting Height
12m Mounting Height
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
m
mm
kPa
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
nal calculations
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
m
mm
kPa
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
nal calculations, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
850*850*850
P0001/JS01/B
S
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
850*850*850
P0001/JS01/B
S-FOOT01
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
6
F2
850*850*850
58
P0001/JS01/B
FOOT01
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
850*850*850
58
P0001/JS01/B
FOOT01
Please note that the bolt lengths on drawing PDP
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
850*850*850
P0001/JS01/B
FOOT01
Please note that the bolt lengths on drawing PDP-003
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
P0001/JS01/B
003-011 are for indication only and shall be
adjusted to the calculated concrete base dimensions.
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combin
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
900*900*900
P0001/JS01/B
S
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
foundations for GRP or steel poles of the following lengths:
based on the following design criteria:
Wind speed of 40m/s for Class B Terrain Category 2
A safety factor of 1.5 against overturning was applied.
Pole equipped with two luminaires, having a combined luminaire wind surface area of 0.4 m
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
F2
900*900*900
86
P0001/JS01/B
S-FOOT02
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
A safety factor of 1.5 against overturning was applied.
ed luminaire wind surface area of 0.4 m
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
8
F2
900*900*900
86
P0001/JS01/B
FOOT02
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
Designed for Maximum Soil Pressures, as indicated on the table
locations of 300m above sea level.
900*900*900
P0001/JS01/B
FOOT02
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
Designed for Maximum Soil Pressures, as indicated on the table
900*900*900
P0001/JS01/B
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
Designed for Maximum Soil Pressures, as indicated on the table
1000*1000*
P0001/JS01/B
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
, based on the actual soil conditions have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
below
1000*1000*
P0001/JS01/B
S-FOOT03
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
below
10
F2
1000*1000*
1000
108
P0001/JS01/B
FOOT03
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
below.
10
F2
1000*1000*
1000
108
P0001/JS01/B
FOOT03
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
1000*1000*
P0001/JS01/B
FOOT03
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
1000*1000*
P0001/JS01/B
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
1150*1150*
P0001/JS01/B
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
1150*1150*
1150
P0001/JS01/B
S-FOOT04
011 are for indication only and shall be
We wish to state to our clients that these calculations shall be used as guides only and we
have to be done for
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
12
F3
1150*1150*
1150
98
P0001/JS01/B
FOOT04
011 are for indication only and shall be
have to be done for the
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
12
F3
1150*1150*
1150
98
P0001/JS01/B
FOOT04
011 are for indication only and shall be
the
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m
1150*1150*
P0001/JS01/B
FOOT04
Technical Bulletin
This Technical Bulletin shall assist our customers to make the right decisions for the construction of
ed luminaire wind surface area of 0.4 m2.
P0001/JS01/B
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