| Technical Data | |||||||||
|---|---|---|---|---|---|---|---|---|---|
|
TYPE
|
H |
DA/DE
|
H1 | H2 | H3 |
m
|
n x Øs/AxB
|
Typ wieńca
a x a x h |
|
| m |
mm
|
m | m | m |
kg
|
mm
|
m
|
||
|
M-120SwAL
|
12 |
95/220
|
3,0
|
5,9
|
3,9
|
142
|
4 x M27/424
|
FOUNDATION
F-1 |
|
|
M-160SwAL
|
16 |
95/220
|
6,0
|
6,5
|
4,5
|
196
|
4 x M30/300×300
|
WF424/4xM30
0,6 x 0,6 x 1,7 |
|
|
M-180SwAL
|
18
|
95/220
|
6,0
|
6,5
|
6,5
|
208
|
4 x M30/300×300
|
WF424/4xM30
0,6 x 0,6 x 1,7 |
|
Note: The foundation sizes are preliminary to Group II soils
The higher masts are made in accordance with the PN-EN 1090 standard for individual orders
The foundation construction and mast assembly conditions should be designed in accordance with the documentation for the target location.
The dimensions of the prefabricated foundation block are determined for moderate geotechnical parameters of the soil.
The conditions for prefabricated foundations should be designed in accordance with the construction design and assembly instructions for the lighting mast for the target location.
Type and method of assembly (welded or bolted) of the mast head according to order. The construction of SwAL masts is designed individually for each order depending on the load.
|
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 | |
| M-120SwAL | 150 | 1,351 | 0,981 | 0,879 | 0,618 | 30 | |
| M-160SwAL | 100 | 0,615 | 0,411 | 0,356 | 0,184 | 25 | |
| M-180SwAL | 100 | 0,203 | 0,098 | 0,061 | – | 25 | |
Downloadable:
TUBULAR LAMP MASTS – Catalog page