5. Use and maintenance manual
B01.26 - B02.40 - B02.10
San Maurizio C.se - 01/09/2021
www.omcr.it
G
3.2.2 - OVERTURNING
G
G
= Die load center
β
= Rope angle from vertical
ANGLE
REDUCTION FACTOR OF THE
NOMINAL CAPACITY LOAD
0°≤
β
≤40°
0.6
40°<
β
≤50°
0.5
50°<
β
≤60°
0.4
SYMMETRIC SLING EXAMPLE
(RECOMMENDED CONDITION)
NOTE:
overturning with
β
>60° is not provided.
DIE AXIS
DIE AXIS
G
= Die load center
β
= Minimum rope angle from vertical
β1
= Maximum rope angle from vertical
REDUCTION FACTOR OF THE NOMINAL
CAPACITY LOAD
0.5
ASYMMETRIC SLING EXAMPLE
(β1
>
β
)
WARNING
Failure to observe the regulations listed in these instructions can cause the load to fall.
