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
.
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)
Area ”A”
Outdoor lifts
Snow F (kN)
Area”B”
Isolamin
Shaft F (kN)
Area”B”
Glas
Shaft F (kN)
1
7,8
4,8
2,55
3,30
2
8,5
4,8
3,40
4,40
3
9,2
4,8
4,25
5,50
4
9,9
4,8
5,10
6,60
5
10,7
4,8
5,95
7,70
6
11,5
4,8
6,80
8,80
7
12,0
4,8
7,65
9,90
8
12,8
4,8
8,50
11
9
13,4
4,8
9,35
12,10
7000 100 en-GB AD
15
Summary of Contents for 7000
Page 1: ...Vector Installation Manual HQ ...
Page 23: ...ASSEMBLY 5 ASSEMBLY 5 1 FIXINGS 7000 100 en GB AD 19 ...
Page 25: ...ASSEMBLY Fig 15 Mast preparation before installation 7000 100 en GB AD 21 ...
Page 27: ...ASSEMBLY Lift the top section 7000 100 en GB AD 23 ...
Page 33: ...ASSEMBLY 7000 100 en GB AD 29 ...
Page 34: ...ASSEMBLY 30 7000 100 en GB AD ...
Page 42: ...ASSEMBLY The mast shall stand upright the tolerance is Max 2 mm m 38 7000 100 en GB AD ...
Page 70: ...ASSEMBLY Fig 59 Mounting of Filled wall panels 66 7000 100 en GB AD ...
Page 72: ...ASSEMBLY Fig 61 Principal drawing Shaft corners 68 7000 100 en GB AD ...
Page 100: ...This page is intentionally left blank 96 7000 100 en GB AD ...
Page 117: ...OPTIONS Fig 126 Electrical connections external door opener 7000 100 en GB AD 113 ...
Page 140: ...This page is intentionally left blank 136 7000 100 en GB AD ...
Page 142: ...This page is intentionally left blank 138 7000 100 en GB AD ...