LOAD CHARTS RT640C 85% STABILITY ON OUTRIGGERS 75% STABILITY ON RUBBER

Transcription

1 LOAD CHARTS RT6C 85% STABILITY ON OUTRIGGERS 75% STABILITY ON RUBBER SERIAL NUMBER 1

2 NOTES FOR LIFTING CAPACITIES GENERAL: 1. Rated loads as shown on lift chart perta to this mache as origally manufactured and equipped. Modifications to the mache or use of optional equipment other than that specified can result a reduction of capacity. 2. Construction equipment can be hazardous if improperly operated or mataed. Operation and matenance of this mache shall be compliance with the formation the Operator s and Safety Handbook, Service Manual and Parts Manual supplied with this mache. If these manuals are missg, order replacements from the manufacturer through the distributor. 3. The operator and other personnel associated with mache shall fully acquat themselves with the latest American National Safety Standards (ASME/ANSI) for cranes. SETUP: 1. The mache shall be level and on a firm supportg surface. Dependg on the nature of the supportg surface, it may be necessary to have structural supports under the outrigger floats or tires to spread the load to a larger bearg surface. 2. For outrigger operation, outriggers shall be properly extended with tires raised free of crane weight before operatg the boom or liftg loads. 3. When mache is equipped with center front stabilizer, the front stabilizer shall be set accordance with structions Operator's & Safety Handbook. 4. When equipped with removable and/or extendible counterweight, the proper counterweight shall be stalled and fully extended before and durg operation. 5. If crane is approved by manufacturer for on-rubber liftg, tires shall be flated to the recommended pressure before liftg on rubber. 6. With certa boom and hoist tackle combations, maximum capacities may not be obtaable with standard cable lengths. 7. Unless approved by the crane manufacturer, do not travel with boom extension or jib erected. Refer to the Operator's and Safety Handbook for job-site travel formation. OPERATION: 1. Rated loads at rated radius shall not be exceeded. Do not attempt to tip the mache to determe allowable loads. For clamshell or concrete bucket operation, weight of bucket and load must not exceed 80% of rated liftg capacities. 2. All rated loads have been tested to and meet mimum requirements of SAE J Cantilevered Boom Crane Structures - Method of Test, and do not exceed 85% of the tippg load on outriggers fully extended and % extended, and 75% of the tippg load on outriggers 0% extended (fully retracted) as determed by SAE J765 Crane Stability Test Code. 3. Rated loads clude the weight of hookblock, slgs and auxiliary liftg devices and their weights shall be subtracted from the listed ratg to obta the net load to be lifted. When more than the mimum required hoist reevg is used, the additional rope weight shall be considered part of the load to be lifted. 4. Load ratgs are based on freely suspended loads. No attempt shall be made to move a load horizontally on the ground any direction. 5. The maximum -service wd speed is 20 m.p.h. (32 km/h). It is recommended when wd velocity is above 20 m.p.h. (32 km/h), rated loads and boom lengths shall be appropriately reduced. For maches not -service, the ma boom should be retracted and lowered with the swg brake set wd velocities over m.p.h. (48 km/h). 6. Rated loads are for lift crane service only. 7. Do not operate at a radius or boom length where capacities are not listed. At these positions, the mache may overturn without any load on the hook. 8. The maximum load which can be telescoped is not defable because of variations loadgs and crane matenance, but it is safe to attempt retraction and extension of the boom with the limits of the capacity chart. 9. When the boom length or lift radius or both are between values listed, the smallest load shown at either the next larger radius or next longer or shorter boom length shall be used. 10. For safe operation, the user shall make due allowances for his particular job conditions, such as: soft or uneven ground, out of level conditions, high wds, side loads, pendulum action, jerkg or sudden stoppg of loads, experience of personnel, two mache (tandem) lifts, travelg with loads, electric wires, obstacles, hazardous conditions, etc. Side pull on boom or jib is extremely dangerous. 11. If mache is equipped with dividually controlled powered boom sections, the boom sections must be extended equally at all times. 12. Never handle personnel with this mache unless the requirements of the applicable national, state, and local regulations and safety codes are met. 13. Keep load handlg devices a mimum of 42 ches (107 cm) below boom head at all times. 14. The boom angle before loadg should be greater than the loaded boom angle to account for deflection. 15. Capacities appearg above the bold le are based on structural strength and tippg should not be relied upon as a capacity limitation. 16. Capacities for the 34 ft. (10.4 m) boom length shall be lifted with boom fully retracted. If boom is not fully retracted, capacities shall not exceed those shown for the ft. (12.2 m) boom length. 17. When operatg the mache the "On Outriggers % Extended (15' 9" spread)" mode, the outrigger beam ps must be engaged. When operatg the "On Outriggers 0% Extended (9' 3.5" spread)" mode, the outrigger beams must be fully retracted. Failure to follow these precautions could result structural damage or loss of stability of the mache. 18. The maximum outrigger pad load is 64,800 pounds (29,393 kg). DEFINITIONS: 1. Operatg : Horizontal distance from a projection of the axis of rotation to the supportg surface before loadg to the center of the vertical hoist le or tackle with load applied. 2. Loaded Boom Angle (Shown Parenthesis on Ma Boom Capacity Chart): is the angle between the boom base section and the horizontal, after liftg the rated load at the rated radius with the rated boom length. 3. Workg Area: Areas measured a circular arc about the center le of rotation as shown on the workg area diagram. 4. Freely Suspended Load: Load hangg free with no direct external force applied except by the lift cable. 5. Side Load: Horizontal force applied to the lifted load either on the ground or the air. 2

3 RATED LIFTING CAPACITIES IN POUNDS 34 FT FT. BOOM ON OUTRIGGERS FULLY EXTENDED #0001 Ma Boom Length 34 * ,000 73,0 62,700 (.5) 47,0 (43.5) 36,000 (26.5) See Note 16 72,100 (70) 72,100 62,0 47,000 (52.5),800 (42) 29,000 (27.5) 60,000 57,000 (72) 54,600,000,0 (54.5) 28,0 23,0 18,0 (24.5) 43,6 (76.5) 43,6 43,6 (71.5) 38,2 33,100 28,200 23,200 18,100 (39.5) 14,0 () 11,0 (13.5) 31,000 (77) 31,000 (75) 31,000 31,000 (67.5) 31,000 (62.5) 27,0 (56.5) 23,200 () 18,2 14,0 (34.5) 11,6 (23) 31,000 31,000 31,000 (72),0 (67.5) 25,1 (62.5) 22,6 (57.5) 18,0 (52.5) 14,800 12,100 () 10,200 (32) 8,460 (21.5),700 (75) 26,0 23,000 20,0 18,100 14,900 12,200 (49) 10,8 (43.5) 9,1 7,7 (.5) 6,560 (20.5) 27,000 (77) 23,2 (74) 20,0 (70.5) 18,0 16,800 14,000 (59) 12,100 () 11,2 (51) 9,5 (46) 8,100 (41) 6,920 () 5,920 (28.5) 5,070 (18.5) 19,000 18,0 17,000 (69.5) 14,200 (66.5) 13,000 11,900 (59.5) 11,6 9,900 (52) 8,470 (48) 7,280 (43.5) 6,270 (38.5) 5,410 (33.5) 4,670 (26.5) 4,020 (76.5) 17,0 (74) 15,700 13,700 (68) 12,200 (64.5) 10,700 10,200 10,0 (54.5) 8,6 (51) 7,460 (47) 6,0 5,590 (38) 4,8 (32.5) 4,190 (26) 3,620 (17.5) Mimum boom angle (deg.) for dicated length 0 Maximum boom length (ft.) at 0 deg. boom angle (no load) 105 Note: ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for structions. Boom Angle 0 Liftg Capacities at Zero Degree Boom Angle On Outriggers Fully Extended * ,0 (27.1) 12,700 (33) Note: ( ) Reference radii feet. 8,390 6,0 (.8) 5,710 4,380 *58 ft. boom length is with ner-mid extended and outer-mid & fly also applicable at maximum boom angle. 3,370 (73) 2,590 (83) 1,960 (93) 1,700 (98) A parts of le required to lift this capacity (usg auxiliary boom nose). Refer to Operator's & Safety Handbook for reevg diagram. 3

4 ON RUBBER CAPACITIES WITH 23.5R25 TIRES STATIONARY CAPACITIES #9005 Ma Boom Length 34 * ,700 31,200 (70) 12 26,900 26,2 25,200 (72) 24,0 24, ,6 19,0 19,0 18,700 (71.5) 18, ,8 (44) 11,600 11,2 11,100 11,1 11,9 25 7,770 (27) 7,560 7,210 (54.5) 6,820 7,090 7,780 (66.5) 8,480 (70) 8,810 4,980 (28) 4,0 4,110 4,420 5,210 5,820 6,170 (69) 6,170 (71.5) 2,580 2,160 2,360 (49.5) 3,420 (57) 3,690 4,2 (65.5) 4,2 1,900 (51.5) 2,100 (57.5) 2,760 2,760 (65.5) 1,600 1,600 STATIONARY CAPACITIES - DEFINED ARC OVER FRONT (See note 3) #9005 Ma Boom Length 34 * ,8 34,600 (70) 12 32,0,6 27,0 (72) 24,0 24, ,0 25,900 21,100 21,100 (71.5) 21, ,100 (44) 20,0 18,0 16,900 16,900 16,0 14,0 (74) 25 15,900 (27) 15,600 14,6 (54.5) 13,6 13,6 13,6 (66.5) 13,000 (70) 11,2 11,1 (28) 9,070 10,2 10,0 11,200 11,200 10,1 (69) 8,090 (71.5) 7,760 7,4 7,590 (49.5) 8,260 (57) 8,920 8,920 (65.5) 7,370 5,720 (24.5) 5,0 (39.5) 5,580 6,190 (51.5) 6,800 (57.5) 7,1 6,660 (65.5) 3,970 () 4,100 (34) 4,660 (.5) 5,220 5,5 5,8 2,8 (13.5) 2,9 (22) 3,480 (39) 3,990 (48) 4,0 4,600 2,0 (31.5) 3,010 3,320 () 3,620 () 60 1,800 (20.5) 2,220 (36.5) 2,520 (.5) 2,820 (51.5) 65 1,0 (29.5) 1,860 (.5) 2,1 70 1,000 (19.5) 1,0 (34.5) 1, ,100 (38.5) A &

5 ON RUBBER CAPACITIES WITH 23.5R25 TIRES (CONT'D.) PICK & CARRY CAPACITIES (UP TO 2.5 MPH) - BOOM CENTERED OVER FRONT (SEE NOTE 7) #9006 Ma Boom Length 34 * ,1 33,0 27,800 21,0 (44) 15,900 (27) 38,1 (70) 33,0 27,700 21,2 15,600 11,1 (28) Note: ( ) Boom angles are degrees. 20,900 15,0 (54.5) 9,070 7,760 5,720 (24.5) 20,6 14,600 10,2 7,4 5,0 (39.5) 3,970 () 2,8 (13.5) 20,8 14,800 10,0 7,590 (49.5) 5,580 4,100 (34) 2,510 (22) #LMI operatg code. Refer to LMI manual for operatg structions. *58 ft. boom length is with ner-mid extended and outer-mid & fly retracted. 11,200 8,260 (57) 6,190 (51.5) 4,660 (.5) 3,480 (39) 2,0 (31.5) 1,800 (20.5) 11,9 8,920 6,800 (57.5) 5,220 3,990 (48) 3,010 2,220 (36.5) 1,0 (29.5) 1,000 (19.5) 9,0 (65.5) 7,1 5,5 4,0 3,320 () 2,520 (.5) 1,860 (.5) 1,0 (34.5) 9,620 7,0 (65.5) 5,8 4,600 3,620 () 2,820 (51.5) 2,1 1,580 1,100 (38.5) A Front (No Load) 360 Deg. (No Load) No Load Stability Data Ma Boom 100 ft. M. boom angle (deg.) for dicated length 31 Max. boom length (ft.) at 0 deg. boom angle 80 M. boom angle (deg.) for dicated length 53 Max. boom length (ft.) at 0 deg. boom angle 1. Capacities do not exceed 75% of tippg loads as determed by test accordance with SAE J765 OCT Capacities are applicable to maches equipped with Michel 23.5R25* XHA or Michel 23.5R25 XADN (185B) tires at 75 psi cold flation pressure and Goodyear 23.5R25** GP2B tires at 80 psi cold flation pressure. 3. Defed Arc - Over front cludes 6 on either side of longitudal centerle of mache. 4. Capacities appearg above the bold le are based on structural strength and tippg should not be relied upon as a capacity limitation. 5. Capacities are applicable only with mache on firm level surface. 6. On rubber liftg with boom extension not permitted. 7. For pick & carry operation, boom must be centered over front of mache, mechanical swg lock engaged and load restraed from swgg. When handlg loads the structural range with capacities close to maximum ratgs, travel should be reduced to creep speeds. 8. Axle lockouts must be functiong when liftg on rubber. 9. All liftg depends on proper tire flation, capacity and condition. Capacities must be reduced for lower tire flation pressures. See liftg capacity chart for tire used. Damaged tires are hazardous to safe operation of crane. 10. Creep - not over 200 ft. of movement any mute period and not exceedg 1 mph. 5

6 ZERO DEGREE BOOM ANGLE CHARTS ON RUBBER 23.5R25 TIRES (GOODYEAR & MICHELIN) Boom Angle Stationary Capacity Defed Arc Over Front (See Note 3) 0 13,8 (27.1) Ma Boom Length 34 * ,2 (33) 4,760 2,690 (.8) 2,410 1,410 Stationary Capacity 360 Arc Boom Angle 0 Ma Boom Length 34 6,560 (27.1) 3,8 (33) Boom Angle 0 13,8 (27.1) Pick & Carry Capacities Up to 2.5 MPH Boom Centered Over Front (See Note 7) Ma Boom Length 34 * ,170 (33) 4,760 2,690 (.8) 2,410 1,410 A Note: ( ) Reference radii feet. *58 ft. boom length is with ner-mid extended and outer-mid & fly retracted. 6

7 Note: ( ) Boom angles are degrees. *This capacity is based upon maximum boom angle. #LMI operatg code. Refer to LMI manual for structions. 1. All capacities above the bold le are based on structural strength of boom extension ft. boom extension length may be used for sgle le liftg service only. 3. Radii listed are for a fully extended boom with the boom extension erected. For ma boom lengths less than fully extended, the rated loads are determed by boom angle. Use only the column which corresponds to the boom extension length and offset for which the mache is configured. For boom angles not shown, use the ratg of the next lower boom angle. WARNING: Operation of this mache with heavier loads than the capacities listed is strictly prohibited. Mache tippg with boom extension occurs rapidly and without advance warng. 29 FT. BOOM EXTENSION ON O/R FULLY EXTENDED ft. LENGTH #0051 # ,360 (77.5) 8,960 8,610 (73) 7,860 7,210 6,610 5,960 (64) 5,360 4,810 4,360 3,910 (53.5) 3,510 (.5) 3,160 2,860 (44.5) 2,4 (41) 2,020 1,670 (33) *5,360 5,160 4,960 (73.5) 4,760 4,710 4,660 4,610 (63.5) 4,560 4,160 3,660 () 3,260 (52) 2,860 (48.5) 2,4 () 2,020 (41.5) 1,670 (37) A Boom angle is the angle above or below horizontal of the longitudal axis of the boom base section after liftg rated load. 5. Capacities listed are with outriggers fully extended and vertical jacks set only FT. TABLE BOOM EXTENSION WARNING: For ma boom length greater than 100 ft. with 29 ft. boom extension workg position, the boom angle must not be less than sce loss of stability will occur causg a tippg condition. The boom angle is not restricted for ma boom length equal to or less than 100 ft. This warng also applies for boom extension erection purposes. LINE PULLS AND REEVING INFORMATION HOISTS Ma & Aux. Model Ma & Aux. Model CABLE SPECS. 3/4" (19 mm) 18x19 Class or x7 Rotation Resistant M. Breakg Str. 64,600 lbs. 3/4" (19 mm) 6x37 Class EIPS IWRC Special Flexible M. Breakg Str. 58,800 lbs. WEIGHT REDUCTIONS FOR LOAD HANDLING DEVICES *Stowed - *Erected - 29 FT. BOOM EXTENSION PERMISSIBLE LINE PULLS 12,920 lbs. 12,920 lbs. 421 lbs. 2,875 lbs. 29 FT FT. BOOM EXTENSION *Stowed lbs. *Erected (Retracted) - 4,378 lbs. *Erected (Extended ) - 6,628 lbs. *Reduction of ma boom capacities AUXILIARY BOOM HEAD 143 lbs. HOOKBLOCKS and HEADACHE BALLS: Ton, 3 Sheave 829 lbs.+ Ton, 3 Sheave (w/cheekplates) 977 lbs.+ 15 Ton, 1 Sheave 380 lbs.+ 10 Ton Headache Ball 560 lbs.+ +Refer to ratg plate for actual weight. When liftg over swgaway and/or jib combations, deduct total weight of all load handlg devices reeved over ma boom nose directly from swgaway or jib capacity. NOTE: All load handlg devices and boom attachments are considered part of the load and suitable allowances MUST BE MADE for their combed weights. Weights are for Grove furnished equipment. 7

8 29 FT FT. TELE. EXTENSION ON OUTRIGGERS FULLY EXTENDED ft. LENGTH 51 ft. LENGTH #0021 #0023 #0041 # ,000 (77.5) 8,600 8,2 (73) 7,0 6,8 6,2 5,600 (64) 5,000 4,0 4,000 3,0 (53.5) 3,1 (.5) 2,800 2,360 (44.5) 1,910 (41) 1,510 1,1 (33) *5,000 4,800 4,600 (73.5) 4,0 4,0 4,0 4,2 (63.5) 4,200 3,800 3,0 () 2,860 (52) 2,360 (48.5) 1,910 () 1,510 (41.5) 1,1 (37) 0 *5,065 4,900 (76.5) 4,700 4,0 (73) 4,000 3,800 (69) 3,700 3,0 (65) 3,0 (62.5) 3,0 3,100 2,900 2,700 2,0 (51.5) 2,0 (49) 1,900 (46) 1,680 (43.5) 1,360 (.5) 1,060 (37) *2,800 2,700 (77) 2,600 (75) 2,0 2,0 (70.5) 2,0 (68) 2,0 2,2 (63.5) 2,200 (61) 2,1 2,1 (.5) 2,0 (52.5) 1,680 (49.5) 1,360 1,060 A B 1. All capacities above the bold le are based on structural strength of boom extension ft. and 51 ft. boom extension lengths may be used for sgle le liftg service only. 3. Radii listed are for a fully extended boom with the boom extension erected. For ma boom lengths less than fully extended, the rated loads are determed by boom angle. Use only the column which corresponds to the boom extension length and offset for which the mache is configured. For boom angles not shown, use the ratg of the next lower boom angle. WARNING: Operation of this mache with heavier loads than the capacities listed is strictly prohibited. Mache tippg with boom extension occurs rapidly and without advance warng. 4. Boom angle is the angle above or below horizontal of the longitudal axis of the boom base section after liftg rated load. 5. Capacities listed are with outriggers fully extended and vertical jacks set only FT. TELE. TABLE BOOM EXTEN- SION WARNING: For ma boom length greater than 100 ft. with 29 ft. tele. boom extension workg position, the boom angle must not be less than sce loss of stability will occur causg a tippg condition. The boom angle is not restricted for ma boom length equal to or less than 100 ft. This warng also applies for boom extension erection purposes. 51 FT. TELE. TABLE BOOM EXTEN- SION WARNING: For ma boom length greater than 90 ft. with 51 ft. tele. boom extension workg position, the boom angle must not be less than 33.5 sce loss of stability will occur causg a tippg condition. The boom angle is not restricted for ma boom length equal to or less than 90 ft. This warng also applies for boom extension erection purposes. NOTE: ( ) Boom angles are degrees. *This capacity is based upon maximum boom angle. #LMI operatg code. Refer to LMI manual for structions. 8

9 9

10 10

11 RATED LIFTING CAPACITIES IN POUNDS 34 FT FT. BOOM ON OUTRIGGERS % EXTENDED (15' 9" SPREAD) #01 Ma Boom Length 34 * ,000 64,0 54,0 (.5),000 (43.5) 23,1 (26.5) See Warng 66,900 (70) 64,000 53,0 33,0 (52.5) 22,700 (42) 16,000 (27.5) 58,6,000 (72) 48,000,8 21,0 (54.5) 15,0 11,0 8,590 (24.5) 44,600 (76.5) 44,600 41,0 (71.5) 29,0 20,0 15,0 11,0 8,310 (39.5) 6,290 () Note 16 4,7 (13.5) 29,0 (77) 29,0 (75) 29,0 29,2 (67.5) 20,0 (62.5) 15,1 (56.5) 11,200 () 8,0 6,420 (34.5) 4,870 (23) 29,0 29,0 28,900 (72) 20,0 (67.5) 15,0 (62.5) 11,8 (57.5) 9,0 (52.5) 6,990 5,410 () 4,210 (32) 3,2 (21.5) 28,0 (75) 20,0 15,0 12,000 9,5 7,0 5,960 (49) 4,700 (43.5) 3,680 2,8 (.5) 2,1 (20.5) 27,000 (77) 20,2 (74) 15,0 (70.5) 12,100 9,680 7,820 (59) 6,3 () 5,0 (51) 4,010 (46) 3,160 (41) 2,4 () 1,8 (28.5) 1,3 (18.5) 18,0 15,0 12,100 (69.5) 9,7 (66.5) 7,9 6,490 (59.5) 5,3 4,3 (52) 3,470 (48) 2,7 (43.5) 2,1 (38.5) 1,600 (33.5) 1,1 (76.5) 15,2 (74) 12,100 9,770 (68) 7,970 (64.5) 6,5 5,390 4,4 (54.5) 3,620 (51) 2,900 (47) 2,270 1,7 (38) 1,270 (32.5) Mimum boom angle (deg.) for dicated length 26 Note: ( ) Boom angles are degrees. Maximum boom length (ft.) at 0 deg. boom angle (no load) 90 #LMI operatg code. Refer to LMI manual for structions. Boom Angle 0 Liftg Capacities at Zero Degree Boom Angle On Outriggers % Extended * ,0 (27.1) 12,700 (33) Note: ( ) Reference radii feet. 7,280 4,0 (.8) 4,1 2,7 *58 ft. boom length is with ner-mid extended and outer-mid & fly also applicable at maximum boom angle. 1,770 (73) 1,060 (83) A A 11

12 29 FT. FIXED LENGTH BOOM EXTENSION ON OUTRIGGERS % EXTENDED (15' 9" SPREAD) ft. LENGTH #51 #53 0 9,360 (77.5) 8,960 8,610 (73) 7,700 6,3 5,2 4,320 (64) 3,5 2,880 2,0 1,800 (53.5) 1,360 (.5) *5,360 5,160 4,960 (73.5) 4,760 4,320 3,5 2,880 (63.5) 2,0 1,800 1,360 () A A Note: ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for structions. 1. All capacities above the bold le are based on structural strength of boom extension ft. boom extension length may be used for sgle le liftg service only. 3. Radii listed are for a fully extended boom with the boom extension erected. For ma boom lengths less than fully extended, the rated loads are determed by boom angle. Use only the column which corresponds to the boom extension length and offset for which the mache is configured. For boom angles not shown, use the ratg of the next lower boom angle. WARNING: Operation of this mache with heavier loads than the capacities listed is strictly prohibited. Mache tippg with boom extension occurs rapidly and without advance warng. 4. Boom angle is the angle above or below horizontal of the longitudal axis of the boom base section after liftg rated load. 5. Capacities listed are with outriggers at 15 ft. 9. spread and vertical jacks set only FT. TABLE BOOM EXTENSION WARN- ING: For ma boom length greater than 60 ft. with 29 ft. tele. boom extension workg position, the boom angle must not be less than 48.5 sce loss of stability will occur causg a tippg condition. The boom angle is not restricted for ma boom length equal to or less than 60 ft. This warng also applies for boom extension erection purposes. 12

13 29 FT FT. TELE. BOOM EXTENSION ON OUTRIGGERS % EXTENDED (15' 9" SPREAD) ft. LENGTH 51 ft. LENGTH #21 #23 #41 #43 0 9,000 (77.5) 8,600 8,2 (73) 7,090 5,7 4,6 3,710 (64) 2,9 2,260 1,690 1,180 (53.5) *5,000 4,800 4,600 (73.5) 4,0 3,710 2,9 2,260 (63.5) 1,690 1,180 NOTE: ( ) Boom angles are degrees. 0 *5,065 4,900 (76.5) 4,700 4,0 (73) 4,000 3,800 (69) 3,700 3,0 (65) 2,490 (62.5) 1,990 1,0 1,160 *This capacity is based upon maximum boom angle. *2,800 2,700 (77) 2,600 (75) 2,0 2,0 (70.5) 1,990 (68) 1,0 1,160 (63.5) A A 1. All capacities above the bold le are based on structural strength of boom extension ft. and 51 ft. boom extension lengths may be used for sgle le liftg service only. 3. Radii listed are for a fully extended boom with the boom extension erected. For ma boom lengths less than fully extended, the rated loads are determed by boom angle. Use only the column which corresponds to the boom extension length and offset for which the mache is configured. For boom angles not shown, use the ratg of the next lower boom angle. WARNING: Operation of this mache with heavier loads than the capacities listed is strictly prohibited. Mache tippg with boom extension occurs rapidly and without advance warng. 4. Boom angle is the angle above or below horizontal of the longitudal axis of the boom base section after liftg rated load. 5. Capacities listed are with outriggers at 15 ft. 9. spread and vertical jacks set only FT. TELE. TABLE BOOM EXTENSION WARNING: For ma boom length greater than ft. with 29 ft. tele. boom extension workg position, the boom angle must not be less than 52.5 sce loss of stability will occur causg a tippg condition. The boom angle is not restricted for ma boom length equal to or less than ft. This warng also applies for boom extension erection purposes. 51 FT. TELE. TABLE BOOM EXTENSION WARN- ING: For ma boom length greater than ft. with 51 ft. tele. boom extension workg position, the boom angle must not be less than.5 sce loss of stability will occur causg a tippg condition. The boom angle is not restricted for ma boom length equal to or less than ft. This warng also applies for boom extension erection purposes. #LMI operatg code. Refer to LMI manual for structions. 13

14 14

15 RATED LIFTING CAPACITIES IN POUNDS 34 FT FT. BOOM ON OUTRIGGERS 0% EXTENDED (9' 3.5" SPREAD) #8001 Ma Boom Length 34 * ,200 36,100 24,700 (.5) 15,0 (43.5) 10,0 (26.5) See Warng 44,100 (70) 33,900 24,2 14,6 (52.5) 9,660 (42) 6,270 (27.5) 39,900,900 (72) 22,0 14,200 8,9 (54.5) 5,880 3,9 2,5 (24.5) 37,1 (76.5) 28,9 21,100 (71.5) 13,0 8,0 5,570 3,680 2,320 (39.5) 1,0 () 29,0 (77) 28,800 (75) 21,100 13,200 (67.5) 8,5 (62.5) 5,690 (56.5) 3,790 () 2,4 1,0 (34.5) 28,000 20,8 13,7 (72) 9,120 (67.5) 6,2 (62.5) 4,0 (57.5) 2,910 (52.5) 1,860 Note 16 1,0 () Note: ( ) Boom angles are degrees. 13,7 (75) 9,720 6,780 4,800 3,390 2,320 1,0 (49) 13,6 (77) 9,780 (74) 7,170 (70.5) 5,190 3,7 2,6 (59) 1,800 () 1,120 (51) 9,760 7,2 5,410 (69.5) 4,0 (66.5) 2,9 2,080 (59.5) 1,370 9,7 (76.5) 7,260 (74) 5,460 4,090 (68) 3,020 (64.5) 2,160 1,0 Mimum boom angle (deg.) for dicated length.5 Maximum boom length (ft.) at 0 deg. boom angle (no load) #LMI operatg code. Refer to LMI manual for structions. Boom Angle 0 Liftg Capacities at Zero Degree Boom Angle On Outriggers 0% Extended (9' 3.5" Spread) ,090 (27.1) 4,980 (33) Note: ( ) Reference radii feet. 1,880 *58 ft. boom length is with ner-mid extended and outer-mid & fly also applicable at maximum boom angle. A

16 16

17 TIRE INFLATION - PSI (BAR) SIZE (FRONT & REAR) LOAD RANGE LIFTING SERVICE, GENERAL TRAVEL AND EXTENDED TRAVEL STATIC, CREEP & 2.5 MPH (4.0 km/h) 23.5R25 GOODYEAR 23.5R25 MICHELIN 23.5R25 MICHELIN * * 80 (5.5) * 75 (5.2) 185B 75 (5.2) 17