MultiBase U20 EB | Code number 588.51.740-003 | Version 0
4
.2019
Upper platform with sheet metal plates
usable platform width
EB 2000 kg
EB 2600 kg
F1
±
14,4
±
15,0
F2
F3
F4
±
10,8
±
11,0
+43
–2,0
+47
–2,1
+36
–5,0
+39
–5,9
Upper platform with stone layer
usable platform width
EB 2000 kg
EB 2600 kg
F1
±
16,4
±
17,0
F2
F3
F4
±
11,3
±
11,5
+55
–2,6
+59
–2,7
+47
–6,6
+50
–7,5
min. 18 [min. 7‘
‘]
45 [1‘-6‘
‘]
200 [6‘-7‘
‘]
Entrance
F1
F2
F3
F4
F3
F4
B
us
ab
le
p
la
tfo
rm
w
id
th
Marking
10
[4‘‘]
30
[12‘‘]
30
[12‘‘]
F1
F1
F2
F2
F3
F4
F3
F4
Load plan
Section
Top view
Platform load in kg
Page 5 of 9
Units are dowelled to the floor. Drilling depth: approx. 15 cm [6’’].
Floor and walls below the drive-in level are to be made of concrete (quality minimum C20/25)!
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17
18
18
20
21
21
21
21
Upper platform with sheet metal plates
usable platform width
EB 4400 lbs
EB 5730 lbs
F1
±
3,237
±
3,372
F2
F3
F4
±
2,428
±
2,473
+9,667
–450
+10,566
–472
+8,093
–1,124
+8,768
–1,326
Upper platform with stone layer
usable platform width
EB 4400 lbs
EB 5730 lbs
F1
±
3,687
±
3,822
F2
F3
F4
±
2,540
±
2,585
+12,364
–585
+13,263
–607
+10,566
–1,484
+11,240
–1,686
Platform load in lbs
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19
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21
21
21
Dimension B see page 2
Marking compliant to ISO 3864 (colors used in this illustration are not ISO 3864 compliant)
All forces in kN
All forces in lbf
The loading capacity of the base plate must be proved by a structural
engineer. Possibly stronger base plate could be necessary.
In the case of wind-protected installation, the forces F3 and F4 are reduced by 9 kN [2,023 lbf].
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18
19
20
21
Page 1
Section
Dimensions
Car data
Page 2
Width
dimensions
Page 3
Width
dimensions
Page 4
Function
Approach
Load per
parking sp.
Page 5
Load plan
Page 6
Pit edge
Page 7
Electrical
installation
Technical
data
Page 8
Tec. data
To be perfor-
med by the
customer
Page 9
Description
