| Technical Data | ||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
|
TYPE
|
H
|
hd
|
Ød/DE
|
Ød1
|
Ød2
|
h1
|
h2
|
h3
|
m*
|
h
|
||
|
m
|
mm
|
mm
|
mm
|
mm
|
m
|
m
|
m
|
kg
|
m
|
|||
|
S-60SRsG
|
6,0
|
400
|
60/127
|
89
|
76
|
2,2 |
2,0
|
2,8 | 63,3 | 1,2 | ||
|
S-70SRsG
|
7,0
|
400
|
60/127
|
89
|
76
|
2,2 |
2,0
|
3,8 | 69,1 | 1,2 | ||
|
S-80SRsG
|
8,0
|
600
|
60/140
|
89
|
76
|
2,5 |
3,0
|
3,5 | 84,3 | 1,2 | ||
|
S-90SRsG
|
9,0
|
600
|
60/159
|
114
|
89 | 3,0 |
4,0
|
3,3 | 118,6 | 1,5 | ||
|
S-100SRsG
|
10,0
|
600
|
60/168
|
114
|
89 | 3,5 |
4,0
|
4,0 | 133,3 | 1,5 | ||
Depth “h” of embedding in soil calculated for native soil (with intact structure) and geotechnical parameters from group II
* – Data for single-arm booms
Ød – other mounting diameters must be specified in the inquiry or order
Note: Number of reductions depend on the type of street poles
|
Strength data
|
|||||||
|
TYPE
|
W
|
Weight of iluminaires
|
Wind zone acc, to PN EN 1991-1-4 |
MF
|
|||
|
m
|
kg
|
I ≤300 m a.s.l.
|
I ≤500 m a.s.l.
|
II ≤300 m a.s.l.
|
III ≤950 m a.s.l.
|
kNm | |
| Single-arm boom | |||||||
|
1,5
|
15
|
0,251 | 0,156 | 0,132 | 0,060 | 5,0 | |
|
1,5
|
15
|
0,155 | 0,075 | 0,055 | – | 5,0 | |
|
1,5
|
15
|
0,365 | 0,217 | 0,179 | 0,072 | 7,5 | |
|
1,5
|
15
|
0,574 | 0,387 | 0,341 | 0,206 | 12,5 | |
|
1,5
|
15
|
0,530 | 0,341 | 0,295 | 0,163 | 13,3 | |
| Two-arm boom | |||||||
|
1,5
|
15
|
0,484 | 0,298 | 0,250 | 0,108 | 5,0 | |
|
1,5
|
15
|
0,290 | 0,118 | 0,072 | – | 5,0 | |
|
1,5
|
15
|
0,374 | 0,180 | 0,132 | – | 7,5 | |
|
1,5
|
15
|
0,724 | 0,452 | 0,386 | 0,192 | 12,5 | |
|
1,5
|
15
|
0,560 | 0,322 | 0,266 | 0,100 | 13,3 | |
Downloadable:
Catalog page