FITTING SUPERSCTRUCTURES
3-27
D
AILY
Printed 603.95.241
Base - 02/2012
Installation of tanks and containers for bulk materials
3.8
Installation of cranes
The choice of crane type must be based on its characteristics and on the vehicle performance.
Placement of the crane and payload must respect the load limits allowed for the vehicle. When applying the crane, respect specific
regulations, national norms (e.g. CUNA, DIN) and international norms (e.g. ISO, CEN) and check what is required for the vehicle.
As a general rule, to install the crane a sub-frame must be fitted, built according to the general instructions (see point 3.1) and with
profiles having sizes as per Tables 3.8, 3.9 and 3.10.
The longitudinal runners can also be determined by calculation, the dimensions refer to the total maximum static moment of the
crane (M
G
) and is the moment of the crane + the moment of the load which is calculated on the basis of the equation given below
in Figure 3.19.
If the vehicle version (e.g. tilting body) requires a profile with greater resistance modulus than that required for the crane, that profile
can be considered valid for the crane as well.
Particular cases when the values of the M
G
moment correspond to value ”E” in Table 3.8 (or greater values) must be checked from
time to time and must be expressly authorized by IVECO.
Figure 3.19
M
G
[
kNm
]
=
g (W
L
x L + W
C
x 1)
1000
102468
W
L
W
C
g
=
gravity acceleration, equal to 9.81 m/s
2
.
W
L
=
weight applied to the end of the crane [kg];
L
=
horizontal distance between the point where load WL is applied and the vehicle centre line [m];
Wc =
crane’s own weight applied to its centre of gravity [kg];
l
=
horizontal distance between the centre of gravity of the crane and the vehicle centre line [m].
!
The Bodybuilder must verify each time the vehicle’s stability and take all the necessary precautions to
ensure correct operation. The crane Manufacturer and the Bodybuilder share the responsibility in
defining the type and quantity of stabilizers, as well as constructing a sub-frame according to the
maximum static moment and the position of the crane.
Summary of Contents for DAILY M.Y. 2012
Page 1: ...DAILY M Y 2012 BODYBUILDERS INSTRUCTIONS L I G H T R A N G E ISSUE 2012 ...
Page 4: ...Base 02 2012 Printed 603 95 241 Update data ...
Page 8: ...Index of section Base 02 2012 Printed 603 95 241 ...
Page 10: ...1 2 GENERAL SPECIFICATIONS DAILY Base 02 2012 Printed 603 95 241 Index ...
Page 26: ...1 18 GENERAL SPECIFICATIONS DAILY Base 02 2012 Printed 603 95 241 Convention ...
Page 30: ...2 4 CHASSIS MODIFICATIONS DAILY Base 02 2012 Printed 603 95 241 Index ...
Page 98: ...2 72 CHASSIS MODIFICATIONS DAILY Base 02 2012 Printed 603 95 241 Chocks ...
Page 140: ...4 2 POWER TAKE OFFS DAILY Base 02 2012 Printed 603 95 241 Index ...
Page 214: ...A 2 APPENDIX A DAILY PASSENGER TRANSPORT DAILY Base 02 2012 Printed 603 95 241 Index ...