LIFTING CHARTS - Conventional Truck Cranes AMERICAN MODEL TON CAPACITY
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1 LIFTING CHARTS - Conventional Truck Cranes AMERICAN MODEL TON CAPACITY 1
2 LIFT RATINGS With Tubular Hammerhead and "K-F-L-M" Counterweight (34,000 lbs.) Min feet feet feet feet feet feet ' feet feet cont feet feet feet : feet
3 With Tubular Hammerhead feet feet With Tubular Tapered Tip and "K-F-L-M" Counterweiqht (34,000 lbs.) feet feet feet feet feet feet cont feet feet feet feet
4 With Tubular Tapered Tip feet Cont feet feet feet feet feet feet cont feet * feet * feet
5 ratings are in pounds and do not exceed 85% of the load which would cause tipping with crane standing level on firm uniformly supporting surface. Safe loads depend on ground conditions, boom length, radius of operation, and proper handling, all of which must be taken into consideration by user. Tire inflation pressure for "Free Ratings" is 100 P.S.I. Free ratings do not exceed maximum permissible tire load. Tire pressure shall be reduced for over-the-road travel. Approved working areas "Free Over Side" and "Free Over Rear" are shown under Diagram No. 1. Approved working areas "Outriggers Extended and Set Over Side or Rear" are shown under Diagram No. 2. " in feet" is the horizontal distance at crane base level from center pin to a vertical line through the center of gravity of the suspended load. Lifting is approved only in those areas for which ratings are shown in the rating chart. Blocks, slings, buckets, and other load carrying devices are considered part of the load. Retractable A-frame must be in fully raised position for all ratings. Ratings in shaded areas are limited by strength of material or factors other than stability. CRANE RATING DATA Main load line is 1 inch diameter with a minimum breaking strength of 89,800 pounds. suspension line is 3/4 inch diameter with a minimum breaking strength of 51,200 pounds. suspension pendants are 1-1/2 inch diameter with a minimum breaking strength of 250,000 pounds. and jib erection is over the rear of the machine with outriggers extended, and set and with "Lift Rating" counterweight. A-frame must be fully raised and blocks, slings and other load carrying devices must be on the ground. Compliance to B30.5 based on AMERICAN carrier mounting. Designed and rated to comply with ANSI Code B30.5. BOOM AND JIB ERECTION Tubular Max. Jib No. 9H L No. 9 *220 Tapered Tip 160' Hammerhead 80' 60' 50' 50' NOTE: For erection of boom length above 200 ft., the boom foot supports and 7,500 lb. front bumper counterweight must be utilized. LOAD HOISTING DATA Maximum Lifting Minimum Maximum Hoisting Distance Ft. Capacity - Lbs. Pts. of Main Drum - RH Aux. Drum - LH 250, , , , , , , , , , *With controlled load lowering (one drum). Main load line 1 inch diameter with minimum breaking strength of 89,800 lbs. NOTE: accordance with varying material situations and the Company's policy of constant product improvement these specifications subject to change without notice and without incurring responsibility to units previously sold. BOOM COMPOSITION TUBULAR HAMMERHEAD BOOM 59SH ner 10 Ft. 40 Ft. Outer Base Hammerhead Hammerhead Tip Offset 1.75' TUBULAR TAPERED TIP BOOM 59SH ner 10 Ft. 40 Ft. Outer Base 59SH Tapered Tip * *
6 6
7 A. Width of cab 10 6 B. Height to top of cab ¼ C. Tail Swing 14 1 ½ D. line of rotation to centerline of boom foot 4 1 ½ E. to centerline boom foot 6 9 ½ F. Height over A-Frame (lowered) 13 5 F1. Height over A-Frame (raised) 21 9 ¼ G. to bottom of counterweight 5 2 H. line of rotation to centerline of rear bogie 3 6 I. Distance between rear axles 5 4 J. Distance between front axles 5 0 K. line of rear bogie to centerline of front bogie L. line of rear bogie to centerline of rear outrigger 6 5 ½ M. Overall length 35 8 N. Overall width 11 0 O. Outriggers extended w/hydraulic outriggers 11 0 P. Height over mounting plate 4 5 R. Height over carrier cab 9 3 S. line of rear outrigger to centerline of front outrigger 20 4 ½ Turning radius 55 0 Clearance (under rear equalizing beam) 7 ¾ Clearance (under rear differential) 15 ¼ 7
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