TEREX RT5 rough terrain crane ton capacity range diagram & lifting capacities DIMENSIONS ARE FOR LARGEST FACTORY FURNISHED HOOK BLOCK AND HOOK & BALL, WITH ANTI-TWO BLOCK ACTIVATED Range Diagram (33-1 boom) CRANE WORKING CONDITIONS REDUCTION IN MAIN BOOM CAPACITY All Jibs in Stowed Position 0 Lbs. Aux. Boom in Head Sheave 0 Lbs. HOOK BLOCK WEIGHTS Hook & Ball 239 Lbs. Hook Block (4 Sheave) 6 Lbs. Hook Block (5 Sheave) 888 Lbs. Hook Block (6 Sheave) 913 Lbs.
(33 1 boom) 0 5 1 ON OUTRIGGERS - FULLY EXTENDED BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT ED ED ED BOOM OVER BOOM OVER BOOM OVER ANGLE FRONT 3 ANGLE FRONT 3 ANGLE FRONT 3 (DEG) (LB) (LB) (DEG) (LB) (LB) (DEG) (LB) (LB) 66.7 1,000* 1,000* 73.9,0*,0* 63.1 96,0* 93,0* 71.5,0*,0* 57.5,0* 73,0* 67.9,0*,0* 73.2 58,0* 58,0* 47.1 53,0* 52,0* 61.5 54,0* 53,0* 68.5 52,0* 52,0* 34.5,0* 39,0* 54.8 42,000* 41,0* 63.7 42,0* 41,0* 14.8 31,0* 31,0* 47.4 33,0* 32,0* 58.6 34,0* 33,0* ** 39.0 27,0* 26,0* 53.3 28,000* 27,0* 28.8 22,000 21,000 47.6 22,0 21,0.4 17,0 16,0 41.3 18,0 17,0 ** 34.1 14,0 14,0.2,0 11,0.9,0 9,0 ** 0 5 1 W/AUX. WINCH 13,0 LBS. W/O AUX. WINCH 14,0 LBS. BOOM LENGTH 33-1 FT. MODEL RT 5 ON TIRES % PCSA CLASS -2 USE THESE CHARTS ONLY WHEN ALL OUTRIGGERS ARE FULLY EXTENDED ON OUTRIGGERS - FULLY EXTENDED 0 5 1 BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH 1 FT ED ED ED BOOM OVER BOOM OVER BOOM OVER ANGLE REAR 3 ANGLE REAR 3 ANGLE REAR 3 (DEG) (LB) (LB) (DEG) (LB) (LB) (DEG) (LB) (LB) 72.7 38,0* 38,0* 68.9 33,0* 33,0* 72.3 29,0* 29,0*.0 29,0* 29,0* 69.1,0*,0* 72.1 22,0* 22,0* 61.0 26,0* 26,0*.9 23,000* 23,000* 69.3,0*,0* 56.8 23,000 22,000 62.5,0*,0* 66.5 18,0* 18,0* 52.4 18,0 17,0 59.1 18,0 17,0 63.6 16,0* 16,0* 47.7,0 14,0.5,0 14,0.7 14,0* 14,0 42.7,0,0 51.7,0,0 57.7 13,000,0 37.1,0,0 47.8,0,0 54.5 11,000,0.6 9,000 8,0 43.6 9,0 8,0 51.3 9,0 8,0 22 6 7,0 7,0 39.0 7,0 7,0 47.8 8,000 7,0 9.8 6,0 5,0 33.9 6,0 6,0 44.2 6,0 6,0 ** 28.1 5,0 5,0.4 5,0 5,0.8 4,0 4,0 36.1 5,000 4,0 9.0 3,0 3,0 31.5 4,0 3,0 ** 26.5 3,0 3,0 19.3 2,0 2,0 8.4 2,0 2,0 ** 0 5 1 ** MAXIMUM CAPACITY AT 0 DEGREE BOOM ANGLE BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH 1 FT OVER OVER OVER OVER OVER OVER FRONT 3 FRONT 3 FRONT 3 FRONT 3 FRONT 3 FRONT 3 (LB) (LB) (LB) (LB) (LB) (LB) (LB) (LB) (LB) (LB) (LB) (LB) 31.2,0*,0* 46.2,0*,0* 61.2 8,0* 8,0* 76.2 5,0* 5,0* 91.2 3,0* 3,0 6.17 2,0 1,0 2
(33 1 boom) W/AUX. WINCH 13,0 LBS. W/O AUX. WINCH 14,0 LBS. BOOM LENGTH 33-1 FT. MODEL RT 5 ON TIRES % PCSA CLASS -2 ON OUTRIGGERS - MID POSITION BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH 1 FT ED ED ED ED ED ED BOOM BOOM BOOM BOOM BOOM BOOM ANGLE 3 ANGLE 3 ANGLE 3 ANGLE 3 ANGLE 3 ANGLE 3 (DEG) (LB) (DEG) (LB) (DEG) (LB) (DEG) (LB) (DEG) (LB) (DEG) (LB) 66.7 87,0* 73.9,0* 63.1 71,0* 71.5,0* 57.5,0* 67.9 56,0* 73.2 57,0* 47.1 38,0* 61.5,0* 68.5,0* 72.7 38,0* 34.5,0 54.8 27,0 63.7 27,0 68.9 28,0 72.3 28,0 14.8 17,0 47.4 19,0 58.6 19,0.0,0 69.1,0 72.1,0 ** 39.0 14,0 53.3 14,0 61.0,0.9,0 69.3,0 28.8,0 47.6 11,0 56.8 11,0 62.5 11,0 66.5,0.4 8,000 41.3 8,0 52.4 9,0 59.1 9,0 63.6 9,0 ** 34.1 6,0 47.7 7,0.5 7,0.7 7,0.2 5,0 42.7 5,0 51.7 5,0 57.7 6,000.9 3,0 37.1 4,0 47.8 4,0 54.5 4,0 **.6 3,0 43.6 3,0 51.3 3,0 22.6 2,0 39.0 2,0 47.8 2,0 9.8 1,0 33.9 1,0 44.2 2,0 ** 28.1 1,0.4 1,0 ** MAXIMUM CAPACITY AT 0 DEGREE BOOM ANGLE BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH FT FT FT FT FT 1 FT 3 3 3 3 3 3 (LB) (LB) (LB) (LB) (LB) (LB) 31.2 16,0* 46.2 7,0 61.2 3,0 76.2 1,0 USE THESE CHARTS ONLY WHEN ALL OUTRIGGERS ARE PINNED IN MID POSITION 3
(33 1 boom) W/AUX. WINCH 13,0 LBS. W/O AUX. WINCH 14,0 LBS. BOOM LENGTH 33-1 FT. MODEL RT 5 ON TIRES % PCSA CLASS -2 ON OUTRIGGERS - RETRACTED BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH FT BOOM LENGTH 0 FT ED ED ED ED ED ED BOOM BOOM BOOM BOOM BOOM BOOM ANGLE 3 ANGLE 3 ANGLE 3 ANGLE 3 ANGLE 3 ANGLE 3 (DEG) (LB) (DEG) (LB) (DEG) (LB) (DEG) (LB) (DEG) (LB) (DEG) (LB) 66.7 67,000 73.9,0* 63.1 46,0 71.5 48,000 57.5,0 67.9 32,0 73.2 32,0 47.1 17,0 61.5 19,0 68.5 19,0 72.7,000 34.5 11,0 54.8,0 63.7 13,0 68.9 13,0 72.3 13,0 14.8 7,000 47.4 8,0 58.6 9,0.0 9,0 69.1 9,0 72.1 9,0 ** 39.0 5,0 53.3 6,0 61.0 6,0.9 6,0 69.3 7,0 28.8 3,0 47.6 4,0 56.8 4,0 62.5 5,000 66.5 5,0.4 2,0 41.3 2,0 52.4 3,0 59.1 3,0 63.6 3,0 ** 34.1 1,0 47.7 2,0.5 2,0.7 2,0 51.7 1,0 57.7 1,0 ** MAXIMUM CAPACITY AT 0 DEGREE BOOM ANGLE BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH BOOM LENGTH FT FT FT FT FT 0 FT 3 3 3 3 3 3 (LB) (LB) (LB) (LB) (LB) (LB) 31.2 6,000 46.2 1,0 USE THESE CHARTS WHEN ALL OUTRIGGER BEAMS ARE NOT IN EITHER THE MID OR FULLY EXTENDED POSITION 4
(33 1 boom) W/AUX. WINCH 13,0 LBS. W/O AUX. WINCH 14,0 LBS. BOOM LENGTH 33-1 FT. MODEL RT 5 ON TIRES % PCSA CLASS -2 SIDE STOW JIB ON FULLY EXTENDED OUTRIGGERS ED BOOM ANGLE (DEG) 73 71 68 62 59 51 47 43 38 32 17 32 FT OFFSETABLE JIB/NO PULL OUT INSTALLED 33 FT OFFSETABLE JIB/PULL OUT RETRACTED 57 FT OFFSETABLE JIB 0 OFFSET OFFSET OFFSET 0 OFFSET OFFSET OFFSET 0 OFFSET OFFSET OFFSET (REF) 3 (REF) 3 (REF) 3 (REF) 3 (REF) 3 (REF) 3 (REF) 3 (REF) 3 (REF) 3 (LB) (LB) (LB) (LB) (LB) (LB) (LB) (LB) (LB) 38,0* 8,0* 52 6,0* 38,0* 46 8,0* 53 6,0* 46 6,0* 61 4,0* 71 3,0* 43 11,0* 8,0* 57 6,0* 44 11,0* 51 8,0* 58 6,0* 53 6,0* 66 4,0* 77 3,0* 49 11,0* 56 7,0* 62 6,0* 11,0* 57 7,0* 63 6,0* 59 5,0* 73 4,0* 83 3,0* 56,0* 63 7,0* 69 6,000* 57,0* 64 7,0* 6,000* 67 5,0* 3,0* 3,0* 63 9,0* 69 7,0* 5,0* 64 8,0 7,0* 76 5,0* 5,0* 88 3,0* 96 3,000* 8,0 6,0* 5,0* 71 7,0 76 6,0 81 5,0* 84 4,0* 3,0* 2 2,0* 76 7,0 81 6,0 86 5,0* 78 6,0 83 5,0 87 5,0 93 4,0* 3 3,0* 8 2,0* 83 5,0 89 5,0 92 5,0 4,0 4,0 93 4,000 3 3,0 111 3,0* 114 2,0* 4,0 4,0 99 4,0 91 3,0 97 3,0 1 3,0 1 2,0 118 2,0 1 2,0 97 3,0 2 3,0 5 3,0 98 3,000 3 2,0 7 2,0 0 2,0 1 2,0 8 2,000 3 3,0 8 3,000 111 2,0 4 2,0 1 2,0 1 2,0 8 1,0 132 1,0 1 1,0 111 2,0 1 2,0 117 2,0 1 1,0 117 1,0 118 1,0 1 1,0 139 1,0 142 1,0 119 1,0 2 1,0 4 1,0 0 1,000 3 1,000 1 1,000 143 0 6 1,0 9 1,0 133 0 ED BOOM ANGLE (DEG) 73 71 68 62 59 51 47 43 38 32 17 NOTES FOR JIB CAPACITIES A. For all boom lengths less than the maximum with a jib erected, the rated loads are determined by boom angle only in the appropriate column. B. For boom angle not shown, use the capacity of the next lower boom angle. C. Listed radii are for extended main boom only. ON TIRES MAX BOOM LENGTH 21:00 X 28PR 26:5 x -26PR PICK & CARRY PICK & CARRY STATIONARY CREEP 2.5 MPH STATIONARY CREEP 2.5 MPH 3 STRAIGHT OVER FRONT 3 STRAIGHT OVER FRONT 46,0* 74,000* 56,0* 47,0* 41,0*,0* 49,0* 41,0* 31,0 64,0* 48,0* 41,0* 34,0* 56,0* 42,0*,0* 19,0 53,0*,0* 33,0* 22,0* 46,0* 34,0* 28,0*,0 33,000,0*,000* 14,0 31,0 26,000* 21,0* 8,0,0,0 19,0* 9,0,0,000*,0* 5,0 13,0 13,0 13,0 6,0 14,0 14,0,0* 3,0,0,0,0 4,000,0,0 9,0* 2,0 8,000 8,000 8,000 2,0 8,000 8,000 7,0* 1,0 6,0 6,0 6,0 1,0 6,0 6,0 6,0* 5,0 5,0 5,0 5,0 5,0 5,0* 4,0 4,0 4,0 4,0 4,0 4,0* 3,0 3,0 3,0 3,0 3,0 3,0 2,0 2,0 2,0 2,0 2,0 2,0 NOTES FOR ON TIRE CAPACITIES A. For Pick and Carry operations, boom must be centered over the front of the crane with swing brake and lock engaged. Use minimum boom point height and keep load close to ground surface. B. The load should be restrained from swinging. NO ON TIRE OPERATION WITH JIB ERECTED. C. Without outriggers, never maneuver the boom beyond listed load radii for applicable tires to ensure stability. D. Creep speed is crane movement of less than 0 Ft. (61m) in a minute period and not exceeding 1.0 mph(1.6 km/h). E. Refer to General Notes for additional information. MAXIMUM PERMISSIBLE HOIST LINE LINE PARTS 1 2 3 4 5 6 7 8 9 MIN & AUX. HOIST 11,2 22,0 33,7,000 56,2 67,0 78,7,000 1,2 1,0 WIRE ROPE: 5/8" ROTATION RESISTANT 34 x 7 COMPACTED STRAND, GRADE 21, MINIMUM BREAKING STRENGTH - 28.21 TONS 5/8" 6X19 OR 6X37, XIPS, IWRC, PREFORMED RIGHT REGULAR LAY MINIMUM BREAKING STRENGTH -.6 TONS RECOMMENDED TIRE PRESSURE TIRE SIZE STATIONARY CREEP 2 1/2 MPH TRAVEL 21:00 X -28 PR PSI PSI PSI PSI 26: X -26 PR PSI PSI PSI PSI 5
Powered by TCPDF (www.tcpdf.org) 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. Construction 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 & SHOVEL ASSOCIATION, STANDARD NO. 4, SAE CRANE STABILITY TEST CODE J7A, SAE METHOD OF TEST FOR CRANE STRUCTURE J63 AND APPLICABLE SAFETY CODE FOR CRANES, DERRICKS AND HOISTS, ASME/ANSI B.5. DEFINITIONS 1. 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. ED 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. FREELY SUSPENDED Load hanging free with no direct external force applied except by the hoist rope. 5. SIDE Horizontal force applied to the lifted load either on the ground or in the air. 6. NO 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 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 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. GENERAL NOTES OPERATION 1. CRANE RATINGS MUST NOT BE EXCEEDED. DO NOT ATTEMPT TO TIP THE CRANE TO DETERMINE ALLOWABLE S. 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 weights 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 % on outriggers or % on tires, of the tipping load as determined by SAE Crane Stability Test Code J7a. 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 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 boom, or 4 feet for a four section boom.". 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.. 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: 3 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 3 load ratings in the overside work areas. 14. Do not lift with outrigger beams positioned between the fully extended and intermediate (pinned) positions.. 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 feet. 2. Weight of clamshell or magnet, plus contents are not to exceed 6,000 pounds or % of rated lifting capacities, whichever is less. For concrete bucket operation, weight of bucket and load must not exceed % 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. 6 th Street S.E. Waverly, IA 677-9466 USA (319) 2-39 FAX: (319) 2-5727 E-mail: inquire@terexwaverly.com www.terexlift.com TC-5-1 Terex Cranes, Inc 02 Litho in U.S.A. IR2K