rough terrain crane 55 ton capacity
Contents
1. LB 360 LB LOAD RADIUS FI OVER FRONT 18 360 18 LOAD RADIUS OVER FRONT L8 360 LB LOAD RADIUS FT OVER FRONT LB 360 LB LOAD RADIUS FI OVER FRONT 18 360 18 LOAD RADIUS OVER FRONT LB 360 LB 31 2 20 900 20 800 46 2 12 600 12 700 61 2 8 200 8 200 76 2 5 400 5 400 91 2 3 500 3 300 106 17 2 100 1 800 Lifting Capacities Pounds 33 110 boom CAUTION Do not use this specification sheet as a load rating chart The format of data is not consistent with the machine chart and may be subject to change ON OUTRIGGERS MID POSITION BOOM LENGTH35FT BOOM LENGTH 50 FT BOOM LENGTH 65 FT BOOM LENGTH 80 FT BOOM LENGTH 95 FT BOOMLENGTH110FT 87 600 60 100 LOADED BOOM ANGLE 360 LB LOADED BOOM ANGLE DEG 360 LB MODEL RT 555 COUNTERWEIGHT STABILITY PCT W AUX WINCH 13 100 LBS ON OUTRIGGERS 85 W O AUX WINCH 14 200 LBS ON TIRES 75 BOOM LENGTH 33 110 FT OUTRIGGER SPREAD 22 FT PCSA CLASS 10 210 71 400 60 100 55 200 38 900 25 800 54 8 56 500 27 300 DEG 73 2 63 7 57 200 61 5 40 200 68 5 40 800 72 7 38 700 27 900 68 9 28 200 28 400 17 700 474 19 400 14 200 58 6 19 900 14 900 65 0 202. LIFTING Y DIMENSIONS ARE FOR LARGEST FACTORY FURNISHED HOOK BLOCK AND HOOK amp BALL WITH ANTI TWO BLOCK ACTIVATED n 27 9 5 4 D C Range Diagram 33 110 boom TEREX RT 555 rough terrain crane 55 ton capacity range diagram amp lifting capacities 167 E 10 O 30 40 50 60 NO LOAD 360 STABILITY LIMIT 129 FT CXES MATIC EZA xo pere 7 XCAR LIE LEA TTT TE 7 L opp I HEIGHT IN FEET FROM GROUND i LVL IV ZA LEET GROUND 130 140 150 160 176 CRANE WORKING CONDITIONS REDUCTION IN MAIN BOOM CAPACITY CRANE WORKING POSITIONS FRONT HESE LINES RMINE THE LIMITS OF TI DETE WORKING POSITIONS WHICH CORRESPOND TO THOSE SHOWN ON THE CRANE CAPACITY CHART All Jibs in Stowed Position 0 Lbs Aux Boom in Head Sheave 100 Lbs HOOK BLOCK WEIGHTS Hook amp Ball 239 Lbs Hook Block 4 Sheave 690 Lbs Hook Block 5 Sheave 888 Lbs Hook Block 6 Sheave 913 Lbs Lifting Capacities Pounds MODEL RT 555 COUNTERWEIGHT STABILITY PCT 33 110 boom W AUX WINCH 13 100 LBS ON OUTRIGGERS 85 W O AUX WINCH 14 200 LBS ON TIRES 75 A BOOM LENGTH 33 110 FT OUTRIGGER SPREAD 22 FT PCSA CLASS 10 210 CAUTION Do not use this specification sheet as a load rating chart The format of data is not consistent with the machine chart and may be sub
3. 200 15 200 20 400 15 400 20 600 15 500 10 700 11 400 11 800 11 900 8 000 8 800 9 200 9 400 MAXIMUM CAPACITY AT 0 DEGREE BOOM ANGLE 28 1 1 300 40 4 USE THESE CHARTS ONLY WHEN ALL OUTRIGGERS ARE PINNED IN MID POSITION Lifting Capacities Pounds MODEL RT 555 5 COUNTERWEIGHT STABILITY PCT 33 110 boom W AUX WINCH 13 100 LBS ON OUTRIGGERS 85 W O AUX WINCH 14 200 LBS ON TIRES 75 BOOM LENGTH 33 110 FT PCSA CLASS 10 210 A CAUTION Do not use this specification sheet as a load rating chart The format OUTRIGGER SPREAD 22 FT of data is not consistent with the machine chart and may be subject to change ON OUTRIGGERS RETRACTED BOOM LENGTH 35FT BOOMLENGTHSOFT BOOMLENGTH65FT BOOMLENGTH80FT BOOMLENGTH95FT BOOM LENGTH 100 FT 360 LB 60 100 MAXIMUM CAPACITY AT 0 DEGREE BOOM ANGLE BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH 35 FT 50 FT 65 FT 80 FT 95 FT 100 FT ALL OUTRIGGER BEAMS ARE NOT IN EITHER THE MID OR FULLY EXTENDED POSITION Lifting Capacities Pounds MODEL RT 555 COUNTERWEIGHT STABILITY PCT 33 110 boom W AUX WINCH 13 100 LBS OUTRIGGERS 85 W O AUX WINCH 14 200 LBS ON TIRES 75 BOOM LENGTH 33 110 FT PCSA CLASS 10 210 A CAUTION Do not use this specification sheet as a load rating ch
4. ADIUS ANGLE REAR 360 ANGLE REAR 360 ANGLE REAR 360 RADIUS FT DEG LB LB DEG LB LB DEG LB B 10 10 12 12 15 15 20 727 38 700 38 700 20 25 68 9 33 600 33 000 72 3 29 300 29 300 25 30 65 0 29 600 29 000 69 1 25 900 25 900 721 22 900 22 900 30 35 61 0 26 500 26 500 65 9 23 000 23 000 69 3 20 500 20 500 35 40 56 8 23 000 22 000 62 5 20 800 20 800 66 5 18 400 18 400 40 45 524 18 600 17700 59 1 18 800 17 900 63 6 16 500 16 500 45 50 477 15 300 14 600 555 15 500 14 800 607 14 900 14 900 50 55 427 12 00 12 100 517 12 900 12 300 577 13 000 12400 55 60 371 10 700 10 100 478 10 900 10400 545 11 000 10 500 60 65 306 9000 8 500 436 9200 8 800 513 9400 8900 65 70 226 7 00 7 100 39 0 7 900 7 400 478 8000 7 00 70 75 98 6300 5900 339 6 700 6300 442 6800 6500 75 80 E 281 5700 5300 404 5900 5500 80 85 208 4800 4400 361 5000 4700 85 90 90 3900 3600 315 4200 3900 90 95 265 3 500 3 200 95 100 193 2 900 2 400 100 105 84 2300 2100 105 110 E 110 MAXIMUM CAPACITY AT 0 DEGREE BOOM ANGLE BOOM LENGTH 35 FT BOOM LENGTH 50 FT BOOM LENGTH 65 FT BOOM LENGTH 80 FT BOOM LENGTH 95 FT BOOM LENGTH 110 FT LOAD RADIUS OVER FRONT
5. REELY SUSPENDED LOAD Load hanging free with no direct external force applied except by the hoist rope 5 SIDE LOAD Horizontal force applied to the lifted load either on the ground or in the air 6 NOLOAD STABILITY LIMIT The stability limit radius shown on the range diagrams is the radius beyond which it is not permitted to position the boom when the boom angle is less than the minimum shown on the applicable load chart because the machine can overturn without any load 7 BOOM SIDE OF CRANE The side of the crane over which the boom is positioned when in an OVER SIDE working position SET UP 1 Crane load ratings are based on the crane being leveled and standing on a firm uniform supporting surface 2 Crane load ratings on outriggers are based on all outrigger beams being fully extended or in the case of partial extension ratings mechanically pinned in the appropriate position and the tires free of the supporting surface 3 Crane load ratings on tires depend on appropriate inflation pressure and the tire conditions Caution must be exercised when increasing air pressures in tires Consult Operator s Manual for precautions 4 Use of jibs lattice type boom extensions or fourth section pullouts extended is not permitted for pick and carry operations 5 Consult appropriate section of the Operator s and Service Manual for more exact description of hoist line reeving 6 The use of more parts of line than required by the load
6. art The format OUTRIGGER SPREAD 22 FT of data is not consistent with the machine chart and may be subject to change SIDE STOW JIB ON FULLY EXTENDED OUTRIGGERS 32 FT OFFSETABLE JIB NO PULL OUT INSTALLED 33 FT OFFSETABLE JIB PULL OUT RETRACTED 57 FT OFFSETABLE JIB 0 OFFSET 15 OFFSET 30 OFFSET 0 OFFSET 15 OFFSET 30 OFFSET 0 OFFSET 15 OFFSET 30 OFFSET 360 360 LB LB 12 100 12 100 11 600 11 600 11 100 11 100 10 400 10 400 9 600 NOTES FOR JIB CAPACITIES A For all boom lengths less than the maximum with B For boom angle not shown use the capacity of a jib erected the rated loads are determined by the next lower boom angle boom angle only in the appropriate column C Listed radii are for extended main boom only ON TIRES NOTES FOR ON TIRE CAPACITIES A For Pick and Carry operations boom must be PICK amp CARRY centered over the front of the crane with swing STATIONARY CREEP 2 5 MPH STATIONARY CREEP brake and lock engaged Use minimum boom point height and keep load close to ground surface 360 STRAIGHT OVER FRONT 360 STRAIGHT OVER B The load should be restrained from swinging NO 46 600 74 000 56 300 41 200 65 100 49 300 ON TIRE OPERATION WITH JIB ERECTED x Without outriggers never maneuver the boom 64 400 48 800 34 600 56 600 42 500 beyond listed l
7. ject to change ON OUTRIGGERS FULLY EXTENDED BOOM LENGTH 35 FT BOOM LENGTH 50 FT BOOM LENGTH 65 FT LOADED LOADED LOADED LOAD BOOM OVER BOOM OVER BOOM OVER LOAD RADIUS ANGLE FRONT 360 ANGLE FRONT 360 ANGLE FRONT 360 RADIUS FT DEG LB LB DEG LB LB DEG LB 8 10 66 7 110 000 110 000 73 9 60 100 60 100 10 12 63 1 96 700 93 700 71 5 60 100 60 100 12 15 575 75200 73 00 67 9 60 100 60 100 732 58 800 58 800 15 20 53 600 52 300 61 5 54 900 53 600 68 5 52 200 52 200 20 25 345 40 700 39 700 548 42 000 41 100 637 42 700 41 700 25 30 148 31 900 312007 474 33 400 32 700 58 6 34 000 33 400 30 35 E 39 0 27 300 26 700 53 3 28 000 27400 35 40 288 22 000 21 000 476 22 700 21 700 40 45 124 17 400 16 500 413 18 300 17400 45 USE THESE CHARTS ONLY 50 341 14 900 14200 50 55 252 12 300 11 700 55 WHEN ALL OUTRIGGERS 60 109 10 100 9 600 60 ARE FULLY EXTENDED 65 E 65 70 70 75 75 80 80 85 85 90 90 95 95 100 100 105 105 110 110 ON OUTRIGGERS FULLY EXTENDED BOOM LENGTH 80 FT BOOM LENGTH 95 FT BOOM LENGTH 110 FT LOADED LOADED LOADED LOAD BOOM OVER BOOM OVER BOOM OVER LOAD R
8. may result in having insufficient rope to allow the hook block to reach the ground 7 Properly maintained wire rope is essential for safe crane operation Consult Operator s Manual for proper maintenance and inspection requirements 8 When spin resistant wire rope is used the allowable rope loading shall be the breaking strength divided by five 5 unless otherwise specified by the wire rope manufacturer 9 Do not elevate the boom above 60 unless the boom is positioned in line with the crane s chassis or the outriggers are extended Failure to observe this warning may result in loss of stability OPERATION 1 CRANE LOAD RATINGS MUST NOT BE EXCEEDED DO NOT ATTEMPT TO TIP THE CRANE TO DETERMINE ALLOWABLE LOADS 2 When either radius or boom length or both are between listed values the smaller of the two listed load ratings shall be used 3 Do not operate at longer radii than those listed on the applicable load rating chart cross hatched areas shown on range diagrams 4 The boom angles shown on the Capacity Chart give an approximation of the operating radius for a specified boom length The boom angle before loading should be greater to account for boom deflection It may be necessary to retract the boom if maximum boom angle is insufficient to maintain rated radius 5 Power telescoping boom sections must be extended equally 6 Rated loads include the weight of hook block slings and auxiliary lifting devices Their weight
9. n equipment can be hazardous if improperly operated or maintained Operation and maintenance of this machine shall be in compliance with the information in the Operator s Parts and Safety Manuals supplied with this machine If these manuals are missing order replacements from the manufacturer through your distributor 3 These warnings do not constitute all of the operating conditions for the crane The operator and job site supervision must read the OPERATORS MANUAL CIMA SAFETY MANUAL APPLICABLE OSHA REGULATIONS AND SOCIETY OF MECHANICAL ENGINEERS ASME SAFETY STANDARDS FOR CRANES 4 This crane and its load ratings are in accordance with POWER CRANE amp SHOVEL ASSOCIATION STANDARD NO 4 SAE CRANE LOAD STABILITY TEST CODE J765A SAE METHOD OF TEST FOR CRANE STRUCTURE J1063 AND APPLICABLE SAFETY CODE FOR CRANES DERRICKS AND HOISTS ASME ANSI B30 5 DEFINITIONS 1 LOAD RADIUS The horizontal distance from the axis of rotation before loading to the center of the vertical hoist line or tackle with a load applied 2 LOADED BOOM ANGLE It is the angle between the boom base section and the horizontal after lifting the rated load at the rated radius The boom angle before loading should be greater to account for deflections The loaded boom angle combined with boom length give only an approximation of the operating radius 3 WORKING AREA Areas measured in a circular arc about the centerline of rotation as shown in the diagram 4 F
10. oad radii for applicable tires to 53 600 40 200 22 900 46 900 34 900 ensure stability L D Creep speed is crane movement of less than 200 33 000 30 300 31 600 26 000 Ft 61m in a 30 minute period and not exceeding 20 800 20 800 20 800 20 000 1 0 mph 1 6 km h NP E Refer to General Notes for additional information 13 300 13 300 14 300 14 300 10 300 10 300 10 600 10 600 8 000 8 000 8 000 8 000 6 00 6 400 6400 6 400 5 200 5 200 5 200 5 200 4200 4 200 4200 4200 3200 3 200 3200 3 200 2400 2 400 2400 2 400 MAXIMUM PERMISSIBLE HOIST LINE LOAD LINE PARTS 1 2 4 5 6 8 9 10 MIN AUX HOIST 11250 22 500 33750 45000 56250 67 500 78750 90 000 101250 112 500 WIRE ROPE 5 8 ROTATION RESISTANT 34 x 7 COMPACTED STRAND GRADE 2160 MINIMUM BREAKING STRENGTH 28 21 TONS 5 8 6X19 OR 6X37 XIPS IWRC PREFORMED RIGHT REGULAR LAY MINIMUM BREAKING STRENGTH 20 6 TONS RECOMMENDED TIRE PRESSURE TIRE SIZE STATIONARY 21 2MPH TRAVEL 21 00 X 25 28 PR 85 PSI 85 PSI 65 PSI 26 50 X 25 26 PR 65 PSI 65 PSI 50 PSI GENERAL NOTES GENERAL 1 Rated loads as shown on Lift Charts pertain to this machine as originally manufactured and equipped Modifications to the machine or use of optional equipment other than that specified can result in a reduction of capacity 2 Constructio
11. oncrete bucket operation weight of bucket and load must not exceed 90 of rated lifting capacity WE RESERVE THE RIGHT TO AMEND THESE SPECIFICATIONS AT ANY TIME WITHOUT NOTICE THE ONLY WARRANTY APPLICABLE IS OUR STANDARD WRITTEN WARRANTY APPLICABLE TO THE PARTICULAR PRODUCT AND SALE WE MAKE NO OTHER WARRANTY EXPRESSED OR IMPLIED TC 512 1 Terex Cranes Inc 2002 e TEREX CRANES 106 12th Street S E Waverly IA 50677 9466 USA www terexlift com 319 352 3920 FAX 319 352 5727 E mail inquire terexwaverly com Litho in U S A IR502K90
12. oom or 4 feet for a four section boom 10 The maximum load which can be telescoped is not definable because of variations in loadings and crane maintenance but it is permissible to attempt retraction and extension if load ratings are not exceeded 11 Load ratings are dependent upon the crane being maintained according to manufacturer s specifications 12 It is recommended that load handling devices including hooks and hook blocks be kept away from boom head at all times 13 FOR TRUCK CRANES ONLY 360 capacities apply only to machines equipped with a front outrigger jack and all five 5 outrigger jacks properly set If the front 5th outrigger jack is not properly set the work area is restricted to the over side and over rear areas as shown on the Crane Working Positions diagram Use the 360 load ratings in the overside work areas 14 Do not lift with outrigger beams positioned between the fully extended and intermediate pinned positions 15 Truck Cranes not equipped with equalizing bogie beams between the rear axles may not be used for lifting on tires Truck Cranes equipped with equalizing beams and rear air suspension should dump the air before lifting on tires CLAMSHELL MAGNET AND CONCRETE BUCKET SERVICE 1 Maximum boom length for clamshell and magnet service is 50 feet 2 Weight of clamshell or magnet plus contents are not to exceed 6 000 pounds or 90 of rated lifting capacities whichever is less For c
13. s shall be subtracted from the listed rated load to obtain the net load that can be lifted When lifting over the jib the weight of any hook block slings and auxiliary lifting devices at the boom head must be added to the load When jibs are erected but unused add two 2 times the weight of any hook block slings and auxiliary lifting devices at the jib head to the load 7 Rated loads do not exceed 85 on outriggers or 75 on tires of the tipping load as determined by SAE Crane Stability Test Code J765a Structural strength ratings in chart are indicated with an asterisk 8 Rated loads are based on freely suspended loads No attempt shall be made to drag a load horizontally on the ground in any direction 9 The user shall operate at reduced ratings to allow for adverse job conditions such as Soft or uneven ground out of level conditions high winds side loads pendulum action jerking or sudden stopping of loads hazardous conditions experience of personnel two machine lifts traveling with loads electric wires etc side pull on boom or jib is hazardous Derating of the cranes lifting capacity is required when wind speed exceeds 20 MPH the center of the lifted load must never be allowed to move more than 3 feet off the center line of the base boom section due to the effects of wind inertia or any combination of the two Use 2 feet off the center line of the base boom for a two section boom 3 feet for a three section b
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