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4 REACTION FORCES
4.1 REACTION FORCES FROM THE LIFT ACTING ON BUILDING
4.1.1 MAXIMUM FORCE F AS A FUNCTION OF THE LIFT´S TRAVEL.
The table is valid for both 410 kg and 500 kg load.
During installation, before the supporting structure is completed, maximum load on the platform is 410
kg.
The force is distributed to the floor through the mast bottom with the area "A" and to the shaft bottom
with the area "B", see Fig. 13 Area "A" and "B".
Fig. 13 Area "A" and "B"
Force F as a function of the lift´s travel
Travel (m)
Area "A"
Indoor lifts & Outdoor
lifts F (kN)
1
7,8
2
8,5
3
9,2
4
9,9
5
10,7
6
11,5
7
12,0
8
12,8
9
13,4
Area "A"
Area"B"
Outdoor lifts
Isolamin
Snow F (kN)
Shaft F (kN)
4,8
2,55
4,8
3,40
4,8
4,25
4,8
5,10
4,8
5,95
4,8
6,80
4,8
7,65
4,8
8,50
4,8
9,35
7000 100 en-GB AD
REACTION FORCES
Area"B"
Glas
Shaft F (kN)
3,30
4,40
5,50
6,60
7,70
8,80
9,90
11
12,10
15
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