Rys-maszty-E  

Technical Data
TYPE
DA/DE
H
H1
H2
H3
Z
m
n x Øs/ØM
 
  mm
m
m
m
m
mm/m
kg
mm
m
M-100SE
98/218
10
9,5
0,75
13,2
106
4xM24/250
F160
0,4×0,4×1,6
M-110SE
84/218
11
9,5
1,75
13,2
114
4xM24/250
F160
0,4×0,4×1,6
M-120SE
72/218
12
9,5
2,75
13,2
120
4xM24/250
F160
0,4×0,4×1,6
M-120E
106/218
12
9,5
3,0
9,8
208
4xM24/250
F160
0,4×0,4×1,6
M-140E
86,5/218
14
9,5
5,0
9,8
222
4xM24/250
F160
0,4×0,4×1,6
M-160E
94/360
16
9,5
7,0
17,1
402
8xM24/Ø450
WF450/8xM24
0,85×0,85×1,7
M-180E
94/360
18
9,5
9,0
15,2
471
8xM24/450
WF450/8xM24
0,85×0,85×1,7
M-200E
94/420
20
9,5
9,5
2,0
17,1
564
8xM24/550
WF550/8xM24
1,4×1,4×1,8

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.

Strength data
TYPE
Weight of iluminaires

Wind zone acc, to PN EN 1991-1-4
Permissible surface of luminaires [m2]

MF
 
kg
I≤300m a.s.l.
I≤500m a.s.l.
II≤300m a.s.l.
III≤950m a.s.l.
kNm
M-100SE 80 0,856 0,564 0,489 0,293 25
M-110SE 80 0,627 0,382 0,319 0,199 25
M-120SE 80 0,449 0,240 0,180 0,101 25
M-120E 120 1,767 1,187 1,037 0,585 37
M-140E 120 1,103 0,659 0,545 0,200 37
M-160E 200 2,910 1,955 1,708 0,965 86
M-180E 200 1,999 1,210 1,008 0,394 86
M-200E 200 2,005 1,128 0,904 0,222 106

Downloadable:

Ikony- pdf Catalog page