85
fi g.
6.6
6 - L
OAD
C
APACITIES
Load Capacities
Multi purpose insert bridge (
Multi purpose insert bridge (
MPI
MPI
) – Evenly distributed
) – Evenly distributed
Forward extension setups — with 24' (7,3 m) motorized unit
Forward extension setups — with 24' (7,3 m) motorized unit
A
MU 24’
(7,3 m)
Remaining capacity
C
W
BCD
Length of
forward
extension
(with 3 planks at
the end)
Bearing
Cantilever
min.
Cantilever
max.
Any lateral
or forward
extension
setup
Any length
of standard
bearing bridge
(for capacities,
refer to bearing
bridge load
capacity charts)
No cantilever
5'
(1,5 m)
7600 lb
(3447 kg)
not used
2500 lb
(1
134 kg)
1000 lb
(454 kg)
not used
10'
(3 m)
5'
(1,5 m)
10'
(3 m)
6500 lb
(2948 kg)
250 lb
(1
13 kg)
2000 lb
(907 kg)
2000 lb
(907 kg)
not used
10'
(3 m)
5'
(1,5 m)
15'
(4,6 m)
1000 lb
(454 kg)
1500 lb
(680 kg)
500 lb
(227 kg)
500 lb
(227 kg)
17'
(5,2 m)
Maximum con
fi
guration of 3 planks at the end of the forward extension, shown as “E” in the chart above.
B
A
C
D
24' (7,3 m)
MU
Maximum 1 worker on extension
CW
E
T
o
ensure safety at all times, refer to guidelines, warnings and legend on p. 80 for more information on load capacities.
These
load capacities charts apply to
con
fi
gurations using modular bridges or old-style bridges, as well as a combination of both.
