Original source · versioned page text
Traffic Impact Statement
Loading schedule
The systems are dowelled into the ground. The drill hole depth in the floor plate is approx. 15 cm, in the walls approx. 12 cm.
The floor plate and walls must be from concrete (quality min. C20/25).
The dimensions for the bearing points have been rounded. If the precise figures are required, please consult KLAUS Multiparking.
2
F2 F1
7.5
F4 F3 F4 F3
45
1 B1
3 min. 18
F2 F1
F4 F3
7.5
F2 F1
30 10
30
Parking space load F1 F2 F3 4 F4 4
+ 46.0 kN + 39.0 kN
2000 kg ± 15.5 kN ± 11.0 kN
- 2.1 kN - 5.7 kN
+ 48.0 kN + 40.0 kN
2600 kg ± 15.9 kN ± 11.1 kN
- 2.2 kN - 6.1 kN
1 Width dimension B (see "Width dimensions", page 5)
2 Marking in accordance with DIN ISO 3864 (illustration colour not consistent with DIN ISO 3864)
3 The bearing capacity of the floor plate must be verified by a statistician.
A thicker floor plate may be required in some cases.
4 Forces F3 and F4 should be reduced by 9 kN for wind-protected installation.
Access incline
The maximum access inclines specified in the symbol sketch must not be exceeded.
Improper configuration can lead to extreme difficulty accessing the system, for which KLAUS Multiparking cannot be held liable.
Where above-ground garages are on a slope, provision of a drainage gutter in the access is recommended.
max. 3% slope max. 10% gradient
Product data MultiBase U10 EB 588.52.620-005 04/2023 English 9
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.