Form MHD56331 Edition 1
13
PRODUCT INFORMATION GRAPHICS CONTINUED
(Dwg. MHP0606)
(Dwg. MHP0602)
A
B
C
D
E
F
Winch Foundation Bolt Forces
Calculated for 1st layer stall
load (9,000 lbf)
1st Layer Line
Radius - 5.6”
Front
14”
20”
Rear
Total tensile
load which
is shared
by the rear
foundation bolts
Maximum shear
force at one
boundation bolt
connection
A
Overspeed Indicator Sensor Clearance
Drum
Maintain clearance of
0.2 inch (+/- 0.1 inch)
[5 mm (+/- 2.5 mm)]
between sensor and
capscrew head
Reduction Gear
Assembly
Capscrew
Head
Upright,
Inboard
Sensor
B
C
D
E
F
G
