Pillar Mounted Jib Cranes
PM SERIES

All Lift Cranes ½ Ton Capacity Pillar Mounted Jib Cranes do not require a foundation as they mount to the floor and are stabilized with a top mount to ceiling or other overhead support. This type of jib offers a 360 degree rotation depending on location or rotation stops.

Application
Can be used as a primary or auxiliary crane in general manufacturing and assembly. The ½ Ton Pillar Mounted Jib Crane also works well for “handing off” materials between work stations.

Need to do a custom application or design? Contact us for a quote.
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Span Range
  • Min. 8’ Span
  • Max. 20’ Span
Included
  • (2) Mounting Plates
  • End Stops
Additional Options
  • Tagline Kits
  • Rotation Stops
  • Hoist and Trolleys
Installation Requirements
  • Must use grade 5, 7/8” diameter Mounting Bolts – Not included.
  • Mounting location dependent on floor thickness and overhead structure.

 

CAPACITY
LBS		 MODEL # SPAN HEIGHT
OVERALL		 BEAM
HEIGHT		 FLANGE
WIDTH		 UNIT
WEIGHT
1,000 PM108-10 8′ 10′ 8″ 5 ¼” 496 #
1,000 PM110-10 10′ 10′ 8″ 5 ¼” 581 #
1,000 PM112-10 12′ 10′ 8″ 5 ¼” 706 #
1,000 PM114-10 14′ 10′ 12″ 6 ½” 905 #
1,000 PM116-10 16′ 10′ 12″ 6 ½” 945 #
1,000 PM118-10 18′ 10′ 12″ 6 ½” 1,085 #
1,000 PM120-10 20′ 10′ 12″ 6 ½” 1,175 #
CAPACITY
LBS		 MODEL # SPAN HEIGHT
OVERALL		 BEAM
HEIGHT		 FLANGE
WIDTH		 UNIT
WEIGHT
1,000 PM108-12 8′ 12′ 8″ 5 ¼” 526 #
1,000 PM110-12 10′ 12′ 8″ 5 ¼” 606 #
1,000 PM112-12 12′ 12′ 8″ 5 ¼” 697 #
1,000 PM114-12 14′ 12′ 12″ 6 ½” 925 #
1,000 PM116-12 16′ 12′ 12″ 6 ½” 980 #
1,000 PM118-12 18′ 12′ 12″ 6 ½” 1,145 #
1,000 PM120-12 20′ 12′ 12″ 6 ½” 1,210 #
CAPACITY
LBS		 MODEL # SPAN HEIGHT
OVERALL		 BEAM
HEIGHT		 FLANGE
WIDTH		 UNIT
WEIGHT
1,000 PM108-14 8′ 14′ 8″ 5 ¼” 536 #
1,000 PM110-14 10′ 14′ 8″ 5 ¼” 661 #
1,000 PM112-14 12′ 14′ 8″ 5 ¼” 736 #
1,000 PM114-14 14′ 14′ 12″ 6 ½” 990 #
1,000 PM116-14 16′ 14′ 12″ 6 ½” 1,040 #
1,000 PM118-14 18′ 14′ 12″ 6 ½” 1,205 #
1,000 PM120-14 20′ 14′ 12″ 6 ½” 1,270 #
CAPACITY
LBS		 MODEL # SPAN HEIGHT
OVERALL		 BEAM
HEIGHT		 FLANGE
WIDTH		 UNIT
WEIGHT
1,000 PM108-16 8′ 16′ 8″ 5 ¼” 561 #
1,000 PM110-16 10′ 16′ 8″ 5 ¼” 706 #
1,000 PM112-16 12′ 16′ 8″ 5 ¼” 776 #
1,000 PM114-16 14′ 16′ 12″ 6 ½” 1,050 #
1,000 PM116-16 16′ 16′ 12″ 6 ½” 1,110 #
1,000 PM118-16 18′ 16′ 12″ 6 ½” 1,265 #
1,000 PM120-16 20′ 16′ 12″ 6 ½” 1,330 #

 

NOTES:

  • All weights are estimated & dimensions are subject to change

DEFINITION OF TERMS:

  • Span (length from column center to the end of the beam)