maszty-NT-C  

Technical Data
TYPE
DA/DE
H
H1
H2
Z
m
n x Øs/A x B
TYPE
a x a x h
  mm
m
m
m
mm/m
kg
mm
m
M-120C-4
98/248
12
12,0
3,0
12,5
226
4xM24/300×300
WF424/4xM24
1,2×1,2×1,75
M-120C-4
/300×300/4xM27
98/248
12
12,0
3,0
12,5
226
4xM27/300×300
Fundament
F-1
M-140C-4
98/265
14
9,5
6,0
12,5
283
4xM24/300×300
WF424/4xM24
1,2×1,2×1,75
M-140C-4
/300×300/4xM33
98/265
14
9,5
6,0
12,5
283
4xM23/300×300
Fundament
F-2
M-160C-4
98/290
16
9,5
8,0
12,5
350
4xM30/400×400
WF566/4xM30
1,2×1,2×2,2
M-160C-4
/400×400/4xM33
98/290
16
9,5
8,0
12,5
350
4xM33/400×400
Fundament
F-5/1
M-180C-4
98/315
18
9,5
10,0
12,5
408
4xM30/400×400
WF566/4xM30
1,2×1,2×2,2
M-200C-4
98/340
20
9,5
12,0
12,5
417
4xM30/400×400
WF566/4xM30
1,2×1,2×2,2

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≤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-120C-4 100 1,809 1,357 1,241 0,876 32
M-120C-4
/300×300/4xM27
100 1,809 1,357 1,241 0,876 32
M-140C-4 100 1,580 1,164 1,055 0,715 37
M-140C-4
/300×300/4xM33
100 1,580 1,164 1,055 0,715 37
M-160C-4 100 1,547 1,115 1,003 0,648 45
M-160C-4
/400×400/4xM33
100 1,547 1,115 1,003 0,648 45
M-180C-4 100 1,512 1,064 0,946 0,575 54
M-200C-4 100 1,475 1,008 0,884 0,495 63

Downloadable:

Ikony- pdf Catalog page