
TRANSPORT
4-4
MSHF • 7295-026A
No. of drive units
x 950 kg / 2090 lb
=
No. of chassis
x 1750 kg / 3850 lb
=
No. of ground frames
x 182 kg / 400 lb
=
No. of platform elements 80
x 90 kg / 198 lb
=
No. of platform elements 150
x 140 kg / 308 lb
=
No. of mast elements 125
x 80 kg / 176 lb
=
No. of mast elements 150
x 103 kg / 227 lb
=
No. of plug-in fences 80
x 12 kg / 26 lb
=
No. of plug-in fences 150
x 18 kg / 40 lb
=
No. of head fences
x 30 kg / 66 lb
=
No. of corner posts
x 6,5 kg / 14 lb
=
Total transport weight
=
kg / lb
+
4.3
Repositioning with a crane
During movement there may be
no load on the platform.
At the building site the mast climbing
work platform can be repositioned with a
crane under the following circumstances.
A maximum of 9 mast elements may be
mounted on the chassis or the ground
frame. The eye hook of the crane can be
attached to the mast with lifting slings.
The total transport weight can be
calculated on the undermentioned way.
Summary of Contents for MSHF
Page 4: ...IV MSHF 7295 026A...
Page 10: ...X MSHF 7295 026A Fig 1 Dimensions...
Page 14: ...TECHNICAL DETAILS 1 4 MSHF 7295 026A Fig 1 6 Drive unit...
Page 16: ...TECHNICAL DETAILS 1 6 MSHF 7295 026A Fig 1 7 Chassis Fig 1 8 Ground frame...
Page 30: ...SAFETY 3 4 MSHF 7295 026A...
Page 70: ...DISASSEMBLY AND TRANSPORT 8 4 MSHF 7295 026A...
Page 80: ...MACHINE DISPOSAL 11 2 MSHF 7295 026A...
Page 83: ...APPENDICES 1 MSHF 7295 026A...
Page 84: ...APPENDICES 2 MSHF 7295 026A...