National Crane Series NBT45 Product Guide ASME B.5 Imperial 85% Features,8 t (45 USt) ratg 49,1 m (161 ft) five-section boom Self-lubricatg Easy Glide wear pads 41 kg ( lb) tailswg counterweight
Features National Crane Series NBT45,8 t (45 USt) maximum capacity 51,2 m (168 ft) maximum tip height (ma boom) 62,8 m (6 ft) maximum tip height (boom with jib) Outriggers Outrigger span of 7,52 m (24.7 ft) when fully extended; 5,33 m (17.5 ft) at mid-span. Equipped with both ground level and -cab outrigger controls, the NBT45 outriggers allow quick and easy crane set-up and can be positioned at 0%, % and 0%. Deluxe operator s cab Rigid galvanized steel structure, well sulated, with tted safety glass for operator visibility and comfort. Multiposition seat with arm rest mounted sgle axis controls, ventilation fans, diesel heater, dual cab mounted worklights and wipers. Optional air conditiong is available. Five-section boom At 49,07m (161 ft), the NBT45 five-section boom is the longest its size range. The long boom allows the operator to perform more lifts without the use of a jib, reducg setup time and improvg efficiency. Also available are optional boom lengths of 31,39 m (3 ft), 38,71 m (127 ft) and 43,29 m (142 ft). Overload protection All National Crane boom trucks are equipped with overload protection. A Load Moment Indicator (LMI) is standard on all NBT45 maches. The LCD display is visible full or low light and displays all crane load liftg values simultaneously. Includes Work Area Defition System (WADS).
Features National Crane is proud to troduce the Series NBT45 The stronger standard torsion box improves rigidity, reduces truck frame flex and reduces the need for counterweight Easy Glide boom wear pads reduce the conditions that cause boom chatter and vibration. The net result is smoother crane operation Speedy-reeve boom tip and sheave blocks simplify riggg changes by decreasg the time needed to change le reevg Patg crane components before assembly reduces the possibility of rust, improves serviceability and enhances the appearance of the mache State of the art control valve provides smoother operation. The new design elimates parts, reducg repair costs and improvg the maches serviceability Beargs on the boom and retract cables can be greased through access holes the boom side plates Boom sections are supported by one hydraulic extend cylder, mimizg matenance Two-speed grooved drum hoist with cable packer, electronic drum rotation dicator (DRI)
Contents Specifications 5 Mountg configurations 7 Dimensions 9 Workg range - 3 ft boom Load chart - 3 ft boom 11 Workg range - 127 ft boom 13 Load chart - 127 ft boom 14 Workg range - 142 ft boom 16 Load chart - 142 ft boom 17 Workg range - 161 ft boom 19 Load chart - 161 ft boom Accessories 22
Specifications Boom and jib combations data Available four basic models: NBT45-3: Equipped with a 9,45 m - 31,39 m (31 ft - 3 ft) four-section boom. This model can be equipped with a 9,45 m (31 ft) jib, offerg a vertical reach of 43,29 m (142 ft) or a 9,45 m - 16,76 m (31 ft- 55 ft) side-stowg foldaway jib, providg a vertical reach of, m (166 ft). 9,45 m - 31,39 m (31 ft - 3 ft) four-section hydraulic boom 18FJ31OS 9,45 m (31 ft) sgle-section offsettable manual jib 9,45 m - 31,39 m (31 ft - 3 ft) four-section hydraulic boom 18FJ55M 9,45 m - 16,76 m (31 ft - 55 ft) two-section manual jib NBT45-127: Equipped with a 9,45 m - 38,71 m (31 ft - 127 ft) five-section boom. This model can be equipped with a 9,45 m - 16,76 m (31 ft - 55 ft) fold-away jib offerg a vertical reach of 57,91 m (190 ft). 9,45 m - 38,71 m (31 ft - 127 ft) five-section hydraulic boom 18FJ55M 9,45 m - 16,76 m (31 ft - 55 ft) two-section manual jib NBT45-142: Equipped with a,36 m - 43,29 m (34 ft - 142 ft) five-section boom. This model can be equipped with a 7,92 m (26 ft) foldaway jib, offerg a vertical reach of 53,64 m (176 ft) or a 9,45 m - 16,76 m (31 ft - 55 ft) side-stowg foldaway jib, providg a vertical reach of 62,48 m (5 ft).,36 m - 43,29 m (34 ft - 142 ft) five-section hydraulic boom 18FJ26 7,92 m (26 ft) sgle-section manual jib,36 m - 43,29 m (34 ft - 142 ft) five-section hydraulic boom 18FJ55M 9,45 m - 16,76 m (31 ft - 55 ft) two-section manual jib NBT45-161: Equipped with a 11,6 m - 49,1 m (37.9 ft - 161 ft) five-section boom. This model can be equipped with a 11,6 m (38 ft) side-stowg foldaway jib, providg a vertical reach of 62,8 m (6 ft). 11,6 m - 49,1 m (37.9 ft - 161 ft) five-section hydraulic boom 18FJ38 11,6 m (38 ft) sgle-section manual jib Note: Maximum tip is measured with outriggers/stabilizers fully extended. NBT45 5
Specifications NBT45 wch data All wch pulls and speeds are shown on the fourth layer. 1 part le 2 part le 3 part le 4 part le 5 part le 6 part le 7 part le 8 part le Wch le pulls would crease on the first, second, and third layers. Wch le speed would decrease on the first, second, and third layers. Wch le pulls may be limited by the wch capacity or the ANSI 5 to 1 cable safety factor. Standard planetary wch Cable supplied Average breakg strength Max. pull Max. pull Max. pull Max. pull Max. pull Max. pull Max. pull Max. pull Low speed 5/8" diameter rotation resistant IWRC 25 583 kg (56,0 lb) 53 kg (11,2 lb) 62 m/m (5 fpm) 6 kg (22,0 lb) 31 m/m (3 fpm) 15 9 kg (33,7 lb) 21 m/m (68 fpm) 412 kg (45,000 lb) 16 m/m (51 fpm) 25 515 kg (56,2 lb) 13 m/m (41 fpm) 618 kg (67,0 lb) m/m (34 fpm) 35 721 kg (78,7 lb) 9 m/m (29 fpm) 824 kg (90,000 lb) 8 m/m (26 fpm) High speed 5/8 diameter rotation resistant IWRC 25 583 kg (56,0 lb) 2268 kg (00 lb) 125 m/m (4 fpm) 4536 kg (,000 lb) 62 m/m (5 fpm) 6804 kg (15,000 lb) 42 m/m (137 fpm) 9072 kg (,000 lb) 31 m/m (3 fpm) 11 3 kg (25,000 lb) 25 m/m (82 fpm) 13 8 kg (,000 lb) 21 m/m (68 fpm) 15 876 kg (35,000 lb) 18 m/m (59 fpm) 18 144 kg (,000 lb) 16 m/m (51 fpm) Wch Fourth layer pull Allowable cable pull Standard planetary and auxiliary planetary 2268 kg (00 lb) high speed 53 kg (11,2 lb) low speed 5117 kg (11,280 lb) 5117 kg (11,280 lb) Block type Ratg Weight Aux boom head 45 kg (0 lb) Downhaul weight 4,53 USt (7 USt) 78 kg (172 lb) 1-sheave block 13, t ( USt) 149 kg (329 lb) 2-sheave block 22,67 t ( USt) 290 kg (6 lb) 3-sheave block 31,74 t ( USt) 272 kg (0 lb) 4-sheave block 32,65 t ( USt) 361 kg (796 lb) 6 USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.
Mountg configurations The configurations are based on the Series NBT45 with an 85% stability factor. The complete unit must be stalled accordance with factory requirements and a test performed to determe actual stability and counterweight requirements sce dividual truck chassis vary. NBT45 with Tag Axle (3/127 ft boom) 28 MIN 168 MIN 1 MIN 246 WB 282 APPROX. CL ROTATION TAG MIN 00 GVWR GE LAW) FRONT STABILIZER 3 3 FULL CAPACITY WORKING AREA Configuration 1: 31,39 m (3 ft) or 38,71 m (127 ft) Boom with Tag Axle Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: 18 144 kg (,000 lb) Tag Axle Weight Ratg: 5987 kg (13,0 lb) Wheelbase: 625 cm (246 ) Cab to Axle/trunnion (CA/CT): 427 cm (168 ) Frame Section Modulus (SM), front axle to end of AF: 785 MPa (1,000 PSI): 426 cm 3 (.0 3 ) Stability Weight, Front: 4286 kg (94 lb) mimum* Stability Weight, Rear: 4899 kg (,800 lb) mimum* This configuration shows the 3 workg area that is achieved with the front stabilizer (standard on the Series NBT45). The front stabilizer is essential when extendg the boom and liftg loads over the front of the truck. NOTE: Chassis will require extended front frame rails for SFO mountg. *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. 28 MIN NBT45 with Pusher Axle (3/127 ft boom) NBT with Tag Axle,000 GVWR (3/127 ft boom) 28 MIN PUSHER 97 MIN (FOR 42,000 GAWRR TAG ON BRIDGE LAW) 180 CT168 MIN 1 MIN 258 246 WB WB 282 APPROX. 282 APPROX. C L ROTATION CL ROTATION 318 MIN (FOR,000 GVWR ON BRIDGE LAW) FRONT STABILIZER 3 92 MIN 3 FULL CAPACITY WORKING AREA Configuration 2: 31,39 m (3 ft) or 38,71 m (127 ft) Boom with Pusher Axle Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: 18 144 kg (,000 lb) Pusher Axle Weight Ratg: 5987 kg (13,0 lb) Wheelbase: 655 cm (258 ) Cab to Axle/trunnion (CA/CT): 457 cm (180 ) Frame Section Modulus (SM), front axle to end of AF: 785 MPa (1,000 PSI): 426 cm 3 (.0 3 ) Stability Weight, Front: 4525 kg (9975 lb) mimum* Stability Weight, Rear: 4661 kg (,275 lb) mimum* This configuration shows the 3 workg area that is achieved with the front stabilizer (standard on the Series NBT45). The front stabilizer is essential when extendg the boom and liftg loads over the front of the truck. NOTE: Chassis will require extended front frame rails for SFO mountg. *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. NBT45 with Tag Axle (142 ft boom) NBT with Tag Axle,000 GVWR (3/127 ft boom) TAG TAG 97 MIN (FOR 42,000 GAWRR ON BRIDGE LAW) 28 MIN 168 MIN 28 MIN 168 MIN 1 MIN 1 MIN 258 WB 246 WB 282 APPROX. C L ROTATION 298 APPROX. CL ROTATION 318 MIN (FOR,000 GVWR ON BRIDGE LAW) FRONT STABILIZER 3 Configuration 3: 43,29 m (142 ft) Boom with Tag Axle Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: 18 144 kg (,000 lb) Tag Axle Weight Ratg: 5987 kg (13,0 lb) Wheelbase: 655 cm (258 ) Cab to Axle/trunnion (CA/CT): 427 cm (168 ) Frame Section Modulus (SM), front axle to end of AF: 785 MPa (1,000 PSI): 426 cm 3 (.0 3 ) Stability Weight, Front: 47 kg (9275 lb) mimum* Stability Weight, Rear: 4797 kg (,575 lb) mimum* This configuration shows the 3 workg area that is achieved with the front stabilizer (standard on the Series NBT45). The front stabilizer is essential when extendg the boom and liftg loads over the front of the truck. NOTE: Chassis will require extended front frame rails for SFO mountg. *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. Series NBT45 3 FULL CAPACITY WORKING AREA 7
Mountg configurations NBT45 with Tag Axle (3/127/142 ft boom) 278 WB 211 MIN 2 APPROX. CL ROTATION TAG 1 MIN 3 Configuration 4: Extended T-box 31,39 m (3 ft), 38,71 m (127 ft) or 43,29 m (142 ft) Boom with Tag Axle Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: 18 144 kg (,000 lb) Tag Axle Weight Ratg: 5987 kg (13,0 lb) Wheelbase: 686 cm (2 ) Cab to Axle/trunnion (CA/CT): 516 cm (3 ) Frame Section Modulus (SM), front axle to end of AF: 785 MPa (1,000 PSI): 426 cm 3 (.0 3 ) Stability Weight, Front: 49 kg (90 lb) maximum* Stability Weight, Rear: 53 kg (11,2 lb) mimum* *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. 3 FULL CAPACITY WORKING AREA NBT45 with Tag Axle (161 ft boom) NBT with Tag Axle,000 GVWR (3/127 ft boom) 97 MIN (FOR 42,000 GAWRR TAG TAG ON BRIDGE LAW) 28 MIN 28 MIN 168 MIN 168 MIN 1 MIN 1 MIN 246 WB 258 WB 282 APPROX. C L ROTATION 298 APPROX. CL ROTATION 318 MIN (FOR,000 GVWR ON BRIDGE LAW) FRONT STABILIZER 3 Configuration 5: 49,1 m (161 ft) Boom with Tag Axle Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: 18 144 kg (,000 lb) Tag Axle Weight Ratg: 5987 kg (13,0 lb) Wheelbase: 655 cm (258 ) Cab to Axle/trunnion (CA/CT): 427 cm (168 ) Frame Section Modulus (SM), front axle to end of AF: 785 MPa (1,000 PSI): 426 cm 3 (.0 3 ) Stability Weight, Front: 47 kg (9275 lb) mimum* Stability Weight, Rear: 4797 kg (,575 lb) mimum* This configuration shows the 3 workg area that is achieved with the front stabilizer (standard on the Series NBT45). The front stabilizer is essential when extendg the boom and liftg loads over the front of the truck. NOTE: Chassis will require extended front frame rails for SFO mountg. *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. 3 FULL CAPACITY WORKING AREA Other configurations are available, please consult the factory for more formation. Mimimum truck requirements Many factors must be considered the selection of proper truck for a NBT45 series crane. Items which must be considered are: 1. Axle Ratg. Axle ratgs are determed by the axles, tires, rims, sprgs, brakes, steerg and frame strength of the truck. If any one of these components is below the required ratg, the gross axle ratg is reduced to its weakest component value. 2. Wheelbase (WB), Cab-to-Trunnion (CT) and Bare Chassis Weight. The wheelbase, CT and chassis weights shown are required so the basic NBT45 can be legally driven most states and meet stability requirements. The dimensions given assume the sub-base is stalled properly behd the truck cab. If exhaust stacks, transmission protrusions, etc., do not allow a close stallation to the cab, the WB and CT dimensions must be creased. Refer to the Mountg Configuration pages for additional formation. 3. Truck Frame. Try to select a truck frame that will mimize or elimate frame reforcement or extension of the after frame (AF). Many frames are available that have the necessary after frame (AF) section modulus (SM) and resistance to bendg moment (RBM) so that reforcg is not required. The front hydraulic jack is used for a 3 workg range around the truck. The frame under the cab through the front suspension must have the mimum S.M. and RBM because reforcg through the front suspension is often difficult because of enge, radiator mounts and steerg mechanics. See Truck Requirements and Frame Strength pages for the necessary section modulus and resistance to bendg moment values. Integral extended front frame rails are required for front center stabilizer stallation. 4. Additional Equipment. In addition to the axle ratgs, wheelbase, cab-to-axle requirements and frame, it is recommended that the truck is equipped with electronic enge control, creased coolg and a transmission with a PTO openg available with an extra heavy duty PTO. A conventional cab truck should be used for standard crane mounts. 5. Neutral Start Switch. The chassis must be equipped with a switch that prevents operation of the enge starter when the transmission is gear. Notes: Gross Vehicle Weight Ratg (GVWR) is dependent on all components of the vehicle (axles, tires, sprgs, frame, etc.) meetg manufacturers recommendations; always specify GVWR when purchasg trucks Diesel enges require a variable speed governor for smooth crane operation; electronic fuel jection requires EET enge remote throttle All mountg data is based on a National Crane Series NBT45 with an 85% stability factor. The complete unit must be stalled accordance with factory requirements, and a test performed to determe actual stability and counterweight requirements per SAE J765; contact the factory for details 8
Cab 176,2 cm (69.38") Cab tail swg 262,3 cm (3.24") CWT Tail Swg C Dimensions L Rotation 953 cm (31' 3.25") Retracted 3148 cm (3' 3.25") Extended 953 cm (31' 3.25") Retracted 3879 cm (127' 3.25") Extended 45 cm (34' 3.25") Retracted 4336 cm (142' 3.25") Extended 876,9 cm (345.25") 968,4 cm (381.25") 1174 cm (38' 6.") Retracted 4928 cm (161' 8.34") Extended Dimension G See table 251,3 cm (98.93") 76,2 cm (.00") 273,4 cm (7.62") 192,4 cm (75.75") 191,4 cm (75.34") 176,2 cm (69.38") Cab tail swg Mountg surface Cab Dimensions are cm () unless otherwise specifiied. C L Rotation 52.1 cm (.") 262,3 cm (3.24") CWT 24.1 cm Tail Swg (9.") 91.4 cm (36.00") 439,3 cm (172.94") 151,5 cm (59.66") C L Rotation 1,4 cm (51.34") Mo ") ") 45 cm (34' 3.25") Retracted 4336 cm (142' 3.25") Extended 876,9 cm (345.25") 968,4 cm (381.25") 1174 cm (38' 6.") Retracted 4928 cm (161' 8.34") Extended Dimension G See table 251,3 cm (98.93") 76,2 cm (.00") 182,9 cm (72.00") 690,7 cm (271.94") 126,0 cm (47.25") C L Rotation Cab 176,2 cm (69.38") Cab tail swg 262,3 cm (3.24") CWT Tail Swg C L Rotation ) (31' 3.25") racted (127' 3.25") ended 45 cm (34' 3.25") Retracted 4336 cm (142' 3.25") Extended 876,9439,3 cm (345.25") cm 968,4 (172.94") cm (381.25") C L Rotation 1174 cm (38' 6.") Retracted 4928 cm (161' 8.34") 151,5 Extended cm (59.66") Dimension G 690,7 cm See table (271.94") 251,3 cm (98.93") 76,2 cm (.00") 1,4 cm (51.34") Mountg surface 199,7 cm (78.63") Retracted 2,7 cm (2.63") 243.2 cm (95.75") C L Rotation 126,0 cm 7,3 cm (295.38") (47.25") Full Extension 653,4 cm (2.31") Mid-span Extension (75.34") 52.1 cm (.") 24.1 cm (9.") 1.4 cm 6.00") Series NBT45 Weight/CG Data Series Dimension G Weight with oil NBT453 132,1 mm (52 ) 17 998 kg (39,679 lb) NBT45127 142,2 mm (56 ) 18 592 kg (,989 lb) NBT45142 162,6 mm (64 ) 19 180 kg (42,284 lb) Mountg surface NBT45161 195,6 mm (77 ) 19 978 kg (44,045 lb) Rotation No jib, no auxiliary hoist, with 2/3 hookblock. 439,3 cm 151,5 cm (59.66") C L 1,4 cm (51.34") 199,7 cm (78.63") Retracted 2,7 cm (2.63") 243.2 cm (95.75") 9
Workg range 31,39 m (3 ft) ma boom, full span outrigger, with 9,45 m - 16,76 m (31 ft - 55 ft) jib 180 Boom deflection not shown 1 1 1 1 Offset 0 Offset 55' Ext. 31' Ext. Height from ground 1 1 1 0 90 80 80 3 91 79 67 55 43 31 Boom length and extension 0 81 Max boom angle 0 1 1 1 1 0 80 1 1 90 Operatg radius from axis of rotation Axis of rotation (6'-9") (8'-0") Dimensions are for largest furnished hookblock and headache ball with anti-two block activated. *Drawg is to show the physical reach of the mache. Always refer to load chart to see what portions of this range are structurally and stability limited. THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.
Load chart 31,39 m (3 ft) ma boom, full span outrigger, without jib 7 8 12 15 25 35 45 55 65 75 80 85 90 95 0 #01 31 43-A 55-B 67-C 79-D 91-E 3 90,000 (73.6) 82,000 51,000 (71.6) (76.9) 69,9 51,000,000 (67.6) (74.1) (78) 58,000,000 47,000 37,000 (63.4) (71.2) (75.8) (78.7) 45,0 46,0,000 36,000 33,000 (56.9) (66.9) (72.5) (76.1) (78.7) 33,1 33,5 33,0 33,800 29,000 18,0 18,0 (44.5) (59.1) (66.8) (71.7) (75.1) (77.3) (79.5) 25,0 25,800 26,0 26,1 26,2 18,000 17,0 (28) (.7) (.8) (66.9) (71.2) (74.2) (76.8),6,8 21,000 21,0 17,0 16,0 (.9) (54.4) (62) (67.2) (71) (74) 16,0 16,4 16,6 16,7 16,0 15,000 (28.6) (47.5) (56.9) (63.1) (67.6) (71.1) 13,0 13,3 13,4 13,0 13,0 (39.6) (51.4) (58.8) (64.1) (68.2),900 11,0 11,1 11,1 11,2 () (45.5) (54.2) (.4) (65.1) 9000 90 90 90 90 (17.5) (39.5) (49.9) (56.9) (62.1) 70 7800 7900 8000 (31.8) (44.7) (52.8) (58.7) 60 60 60 67 (21.7) (39) (48.5) (55.1) 57 (32.4) (43.9) (51.4) 47 48 4900 (24.3) (38.8) (47.5) 00 (11.2) (33.1) (43.3) 35 (26.3) (38.8) 29 00 (16.8) (33.7) 25 (27.8) 20 (.2) (4.7) Mimum boom angle ( ) for dicated length 0 Maximum boom length (ft) at 0 boom angle 3 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Liftg capacities at zero degree boom angle Boom angle 31 43-A 55-B 67-C 79-D 91-E 3 21,8 13,1 84 56 38 26 0 (28.5) (.5) (52.5) (64.5) (76.5) (88.5) (0.5) NOTE: ( ) Reference radii. 800262 52 tele. erected (retracted) 31' off. erected at 0 offset 20 1800 Rated Load Reductions from ma boom capacity when liftg over ma boom nose with : 21 00 15 19 10 1900 14 18 14 1800 10 Series NBT45 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 11
Load chart 31,39 m (3 ft) ma boom, full span outrigger, with 9,45 m - 16,76 m (31 ft - 55 ft) jib #02 31 43-A 55-B 67-C 79-D 91-E 3 7 89,0 (73.6) 8 81,0,3 (71.6) (76.9) 69,1,3 49,5 (67.6) (74.1) (78) 12 57,0 49,3 46,5 36,0 (63.4) (71.2) (75.8) (78.7) 15 44,900 45,0 39,5 35,0 32,6 (56.9) (66.9) (72.5) (76.1) (78.7) 32,3 32,900 33,2 33,0 28,6 18,0 18,2 (44.5) (59.1) (66.8) (71.7) (75.1) (77.3) (79.5) 25 24,0 25,1 25,0 25,7 25,900 17,0 17,2 (28) (.7) (.8) (66.9) (71.2) (74.2) (76.8),000,0,0,0 17,0 16,2 (.9) (54.4) (62) (67.2) (71) (74) 35 15,5 16,000 16,2 16,0 15,900 14,7 (28.6) (47.5) (56.9) (63.1) (67.6) (71.1) 12,7 12,9 13,0 13,0 13,2 (39.6) (51.4) (58.8) (64.1) (68.2) 45,4,6,800,8 11,000 () (45.5) (54.2) (.4) (65.1) 85 8800 89 90 92 (17.5) (39.5) (49.9) (56.9) (62.1) 55 70 74 77 (31.8) (44.7) (52.8) (58.7) 60 62 60 60 (21.7) (39) (48.5) (55.1) 65 52 50 50 (32.4) (43.9) (51.4) 40 45 46 (24.3) (38.8) (47.5) 75 36 3800 39 (11.2) (33.1) (43.3) 80 30 (26.3) (38.8) 85 26 27 (16.8) (33.7) 90 20 (27.8) 95 18 (.2) 0 14 (4.7) Mimum boom angle ( ) for dicated length 0 Maximum boom length (ft) at 0 boom angle 3 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Liftg capacities at zero degree boom angle Boom angle 31 43-A 55-B 67-C 79-D 91-E 3 0 21,0 12,0 8000 52 23 13 (28.5) (.5) (52.5) (64.5) (76.5) (88.5) (0.5) NO TE: ( ) Reference radii. 800262 55 tele. erected (retracted) 31' off. erected at 0 offset 1800 Rated Load Reductions from ma boom capacity when liftg over ma boom nose with : 20 21 00 15 19 10 1900 14 18 14 1800 10 25 38 49 79 88 96 3 1 115 M. boom angle for dicated length Max. boom length at 0 boom angle 39 79 87 95 2 8 113 118 122 124 M. boom angle for dicated length Max. boom length at 0 boom angle 0 OFFSET #06 8800 (80) 8000 (75) 60 () (65) () 30 (55) 20 () 1900 (45) 13 () 9 (35) 6 () 25.1 3 ft OFFSET #09 60 (80) (75) 00 () (65) () 00 (55) 20 () 00 (45) 15 () (35) () 7 (25) 6 (21) 3 ft 80026258A NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Boom extension capacity notes: 1. All capacities above the bold le are based on structural strength of boom extension. 2. 31 ft offsettable extension length may be used for sgle le liftg service 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. For boom angles not shown, use the ratg of the next lower angle. Warng: 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 properly extended and vertical jacks set. 6. When liftg over the ma boom nose with 31 ft offsettable extension erected, the outriggers must be fully extended or % (17.5 ft) spread. 12 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.
Workg range 38,71 m (127 ft) ma boom, full span outrigger, with 9,45 m - 16,76 m (31 ft - 55 ft) jib Boom deflection not shown 190 55' Ext. 180 1 1 31' Ext. 1 Height from ground 1 1 1 1 0 90 80 80 127 115 3 91 79 67 55 43 31 Boom length and extension 81 Max boom angle 0 0 180 1 1 1 0 80 1 1 1 1 90 Operatg radius from axis of rotation Axis of rotation (6'-9") (8'-0") Dimensions are for largest furnished hookblock and headache ball with anti-two block activated. *Drawg is to show the physical reach of the mache. Always refer to load chart to see what portions of this range are structurally and stability limited. Series NBT45 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 13
Load chart 38,71 m (127 ft) ma boom, full span outrigger, without jib 7 8 12 15 25 35 45 55 65 75 80 85 90 95 0 5 1 115 #01 31 43-A 55-B 67-C 79-D 91-E 3-F 115-G 127 90,000 (73.6) 81,0 (71.6) 69,0 41,000 (67.6) (74.2) 57,0 (63.4) 45,0 (56.8) 32,0 (44.4) 24,900 (27.8) 41,000 (71.4) 39,000 (67) 33,0 (59.4) 25,4 (51),2 (41.4) 16,4 (29.4),0 (75.8),0 (72.6) 33,0 (66.9) 25,900 (61),0 (54.6) 16,9 (47.8) 13,4 () 11,0 (.6) 90 (18.5),0 (78.8) 37,0 (76.2) 33,0 (71.7) 26,0 (67),900 (62.1) 17,0 (57) 13,6 (51.6) 11,0 (45.7) 90 (39.8) 78 (32.2) 60 (22.3) 28,0 (78.6) 25,0 (74.9) 22,0 (71.1),1 (67.2) 17,0 (63.1) 13,8 (58.8) 11,3 (54.3) 95 () 80 (44.8) 6800 (39.2) 57 (32.7) 4900 (24.7) 41 (12.4) 21,8 (80.4) 19,0 (77.2) 17,2 (74) 15,6 (.8 14,4 (67.4) 13,2 (63.9) 11,0 (.3) 90 (56.8) 81 (52.7) 6900 (48.4) 5900 (43.9) 00 (38.9) 40 (33.2) 36 (26.5) (17.4) 16,0 (79.2) 14,9 (76.5) 13,0 (73.7) 12,6 (.8) 11,0 (67.9),0 (65.1) 98 (62) 80 (58.6) (55.1) 00 (51.4) 5,1 (47.5) 40 (43.3) 37 (38.8) (33.8) 20 (28) 22 (.6) 18 (7.1) 12,8 (80.7) 12,0 (78.4) 11,800 (76),9 (73.7),0 (71.2) 90 (68.6) 9000 (65.9) 83 (63.1) 71 (.1) 60 (57) (53.7) 44 (.3) 3800 (46.8) 32 (43) 27 (38.9) 2,0 (34.3) 19 (29.2) 15 (22.9) 12 (13.9),000 (79.9) 9900 (77.9) 90 (75.8) 9000 (73.6) 80 (71.4) 80 (69) 76 (66.7) (64.2) (61.5) 50 (58.6) 45 (55.7) 3,900 (52.7) 33 (49.5) 28 (46.2) 20 (42.7) 00 (38.9) 16 (34.8) 10 (.1) (24.7) Mimum boom angle ( ) for dicated length 0 Maximum boom length (ft) at 0 boom angle 127 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Liftg capacities at zero degree boom angle Boom angle 31 43 55 67 79 91 3 115 21,0 12,900 80 3900 20 1800 10 0 (28.5) (.5) (52.5) (64.5) (76.5) (88.5) (0.5) (112.5) NOTE: ( ) Reference radii. 80025872 Rated Load Reductions from ma boom capacity when liftg over ma boom nose with ext. erected (retracted) : ( lb) 20 21 00 19 1900 18 1800 17 14 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.
Load chart 38,71 m (127 ft) ma boom, full span outrigger, with 9,45 m - 16,76 m (31 ft - 55 ft) jib 7 8 12 15 25 35 45 55 65 75 80 85 90 95 0 5 1 115 Series NBT45 #02 31 43-A 55-B 67-C 79-D 91-E 3-F 115-G 127 89,0 (73.6) 80,0 (71.6) 68,800 (67.6) 56,800 (63.4) 44,0 (56.8) 31,900 (44.4) 24,0 (27.8),3 (74.2),3 (71.4) 38,3 (67) 32,5 (59.4) 24,800 (51) 19,0 (41.4) 15,800 (29.4),0 (75.8),0 (72.6) 33,1 (66.9) 25,4 (61),2 (54.6) 16,0 (47.8) 13,000 (),0 (.6) 86 (18.5) 39,900 (78.8) 36,900 (76.2) 33,000 (71.7) 25,0 (67),0 (62.1) 16,0 (57) 13,2 (51.6),800 (45.7) 9000 (39.8) 74 (32.2) (22.3) 28,3 (78.6) 24,7 (74.9) 21,8 (71.1) 19,800 (67.2) 16,9 (63.1) 13,0 (58.8) 11,000 (54.3) 90 () 70 (44.8) 64 (39.2) 50 (32.7) 45 (24.7) 3800 (12.4) 21,5 (80.4) 19,0 (77.2) 16,9 (74) 15,3 (.8 14,1 (67.4) 12,9 (63.9) 11,0 (.3) 90 (56.8) 78 (52.7) 60 (48.4) (43.9) (38.9) 00 (33.2) 33 (26.5) 27 (17.4) 16,0 (79.2) 14,0 (76.5) 13,4 (73.7) 12,0 (.8) 11,3 (67.9),4 (65.1) 90 (62) 80 (58.6) 6800 (55.1) 57 (51.4) 4900 (47.5) 41 (43.3) (38.8) 29 (33.8) 24 (28) 00 (.6) (7.1) 12,0 (80.7) THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 12,3 (78.4) 11,5 (76),0 (73.7),0 (71.2) 93 (68.6) 87 (65.9) 80 (63.1) 6900 (.1) 58 (57) 49 (53.7) (.3) 35 (46.8) 00 (43) 20 (38.9) (34.3) (29.2) 10 (22.9) (13.9) 9800 (79.9) 90 (77.9) 90 (75.8) 8800 (73.6) 80 (71.4) 7900 (69) 74 (66.7) 00 (64.2) 00 (61.5) (58.6) 43 (55.7) (52.7) 31 (49.5) 26 (46.2) 20 (42.7) 1800 (38.9) 14 (34.8) 10 (.1) 800 (24.7) Mimum boom angle ( ) for dicated length 0 Maximum boom length (ft) at 0 boom angle 127 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Liftg capacities at zero degree boom angle Boom angle 31 43 55 67 79 91 3 115,0 12,2 77 35 20 15 8 0 (28.5) (.5) (52.5) (64.5) (76.5) (88.5) (0.5) (112.5) NOTE: ( ) Reference radii. 800203 46 73 85 96 6 M. boom angle for dicated length Max. boom length at 0 boom angle 36 54 85 M. boom angle for dicated length Max. boom length at 0 boom angle 31 ft LENGTH #03 (80) (75) 20 () 20 (65) () (55) 6 ().2 91 ft 55 ft LENGTH #04 20 (80) 20 (75) () (65) 42.8 91 ft 80025875 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Boom extension capacity notes: 1. All capacities above the bold le are based on structural strength of boom extension. 2. 31 ft and 55 ft extension lengths may be used for sgle le liftg service 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. For boom angles not shown, use the ratg of the next lower angle. Warng: 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 properly extended and vertical jacks set. 6. When liftg over the ma boom nose with 31 ft or 55 ft extension erected, the outriggers must be fully extended or % (17.5 ft) spread. 15
Workg range 43,29 m (142 ft) ma boom, full span outrigger, with 9,45 m - 16,76 m (31 ft - 55 ft) jib 2 0 Boom deflection not shown 55' Ext. 190 180 31' Ext. 1 Height from ground 1 1 1 1 1 1 0 90 80 0 80 142 128 115 1 88 74 61 47 34 Boom length and extension 81 Max boom angle 0 0 180 1 1 0 80 1 1 190 1 1 1 90 Operatg radius from axis of rotation Axis of rotation (6'-9") (8'-0") Dimensions are for largest furnished hookblock and headache ball with anti-two block activated. *Drawg is to show the physical reach of the mache. Always refer to load chart to see what portions of this range are structurally and stability limited. 16 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.
Load chart 43,29 m (142 ft) ma boom, full span outrigger, without jib 7 8 12 15 25 35 45 55 65 75 80 85 90 95 0 5 1 #01 34 47-A 61-B 74-C 88-D 1-E 115-F 128-G 142 90,000 (74.9) 79,0 (73.1) 68,0 (69.4) 57,0 (65.7) 44,7 (59.7) 32,0 (48.9) 24,0 (35.6) 18,9 (13.5),000 (75.6),000 (73.1),000 (69.2) 32,0 (62.3) 24,9 (55) 19,0 (46.9) 15,900 (37.5) 13,000 (25.2),000 (77.4) 39,0 (74.5) 33,0 (69.5) 25,0 (64.3),0 (58.8) 16,0 (52.9) 13,0 (46.6) 11,0 (.2) 90 (31.9) 77 (.7) 35,0 (77.7) 31,0 (73.7) 25,5 (69.6),0 (65.2) 16,0 (.7) 13,6 (56.1) 11,0 (51.1) 96 (46.2) 8000 (.4) 60 (33.7) (25.4) 46 (12.7) 23,0 (76.7),0 (73.4) 18,7 () 16,0 (66.4) 13,8 (62.7) 11,5 (58.8) 9800 (55.1) 80 (.9) 6900 (46.4) 5800 (41.5) 48 (36) (29.7) (21.7) 27 (7.2) 17,0 (78.8) 15,7 (76) 14,0 (73.1) 13,0 (.1) 12,0 (67.1) 11,0 (64.2),000 (.9) 83 (57.5) 00 (53.8) 5900 () 00 (46) (41.7) (37) 29 (31.6) 20 (25.3) 19 (16.6) 13,000 (78.3) 12,1 (75.8) 11,1 (73.5),0 (71) 97 (68.4) 90 (65.7) 80 (62.9) 71 (59.9) (56.7) (53.5) 40 (.1) 36 (46.5) (42.8) 20 (38.7) (34.1) (29) 12 (22.7) 900 (13.8),0 (78) 95 (75.8) 90 (73.7) 85 (71.4) 80 (69.1) (66.7) 71 (64.3) (61.6) 52 (58.8) 44 (55.9) 37 (52.9) (49.8) 20 (46.5) 20 (43.1) (39.4) 10 (35.4) 9 (.9) 8000 (79.5) (77.7) 74 (75.9) (74) 6800 (72) 65 () (67.9) (65.6) 53 (63.4) 45 (.9) 38 (58.3) (55.6) 26 (52.9) 20 () 17 (47) 10 (43.9) (.6) Mimum boom angle ( ) for dicated length 0 25.6 36.9 Maximum boom length (ft) at 0 boom angle 115 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Boom angle 0 Liftg capacities at zero degree boom angle 34 47-A 61-B 74-C 88-D 1-E 17,9 (31.5) 11,0 (44.5) 6,7 (58.5) 4,0 (71.5) 2,0 (85.5) 1,0 (98.5) NOTE: ( ) Reference radii. 80026636 tele. erected (retracted) 26' erected Rated Load Reductions from ma boom capacity when liftg over ma boom nose with: 20 21 00 9 19 925 1900 900 18 900 1800 875 17 875 8 Series NBT45 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 17
Load chart 43,29 m (142 ft)ma boom, full span outrigger, with 9,45 m - 16,76 m (31 ft - 55 ft) jib 7 8 12 15 25 35 45 55 65 75 80 85 90 95 0 5 1 #02 34 47-A 61-B 74-C 88-D 1-E 115-F 128-G 142 89,0 (74.9) 78,800 (73.1) 67,0 (69.4) 56,0 (65.7) 43,9 (59.7) 31,0 (48.9) 23,0 (35.6) 18,1 (13.5) 39,3 (75.6) 39,3 (73.1) 39,3 (69.2) 32,0 (62.3) 24,0 (55) 19,0 (46.9) 15,2 (37.5) 12,3 (25.2) 39,5 (77.4) 39,0 (74.5) 32,6 (69.5) 24,8 (64.3) 19,6 (58.8) 15,8 (52.9) 12,9 (46.6),7 (.2) 89 (31.9) 70 (.7) 34,800 (77.7) 31,0 (73.7) 25,1 (69.6) 19,900 (65.2) 16,0 (.7) 13,2 (56.1) 11,000 (51.1) 92 (46.2) (.4) 60 (33.7) (25.4) 42 (12.7) 22,6 (76.7),0 (73.4) 18,3 () 16,0 (66.4) 13,4 (62.7) 11,1 (58.8) 90 (55.1) 7800 (.9) 60 (46.4) 50 (41.5) 44 (36) (29.7) 00 (21.7) 23 (7.2) 17,0 (78.8) 15,0 (76) 13,9 (73.1) 12,8 (.1) 11,8 (67.1),7 (64.2) 96 (.9) 8000 (57.5) 66 (53.8) 55 () 46 (46) 38 (41.7) 31 (37) 20 (31.6) (25.3) (16.6) 12,0 (78.3) 11,8 (75.8),8 (73.5),0 (71) 94 (68.4) 8800 (65.7) 80 (62.9) 68 (59.9) 57 (56.7) 4800 (53.5) 00 (.1) 33 (46.5) 27 (42.8) 20 (38.7) 18 (34.1) 10 (29) 9 (22.7) 0 (13.8) 9800 (78) 90 (75.8) 8800 (73.7) 80 (71.4) 7800 (69.1) 73 (66.7) 6900 (64.3) 59 (61.6) 00 (58.8) (55.9) (52.9) 28 (49.8) 23 (46.5) 18 (43.1) 14 (39.4) (35.4) 0 (.9) 7800 (79.5) 70 (77.7) 72 (75.9) 00 (74) 60 (72) 63 () 00 (67.9) 5,0 (65.6) 51 (63.4) 43 (.9) 36 (58.3) 00 (55.6) 24 (52.9) 00 () 15 (47) (43.9) 8 (.6) Mimum boom angle ( ) for dicated length 0 25.6 36.9 Maximum boom length (ft) at 0 boom angle 115 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Boom angle 0 Liftg capacities at zero degree boom angle 34 47-A 61-B 74-C 88-D 1-E 17,1 (31.5),5 (44.5) 60 (58.5) 00 (71.5) 20 (85.5) 12 (98.5) NOTE: ( ) Reference radii. 80026639 33 65 79 M. boom angle for dicated length Max. boom length at 0 boom angle 59 76 91 M. boom angle for dicated length Max. boom length at 0 boom angle 31 ft LENGTH #03 (80) (75) 20 () 20 (65).6 88 ft 55 ft LENGTH #04 20 (80) 20 (75) () (65) 55 74 ft 80026645 NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Boom extension capacity notes: 1. All capacities above the bold le are based on structural strength of boom extension. 2. 31 ft and 55 ft extension lengths may be used for sgle le liftg service 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. For boom angles not shown, use the ratg of the next lower angle. Warng: 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 properly extended and vertical jacks set. 6. When liftg over the ma boom nose with 31 ft or 55 ft extension erected, the outriggers must be fully extended or % (17.5 ft) spread. 18 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.
Workg range 49,1 m ( 161 ft) ma boom, full span outrigger, with 11,6 m (38 ft) jib 2 0 Boom deflection not shown 38' Ext. 190 180 1 161 Height from ground 1 1 1 1 1 1 0 90 80 0 0 0 180 1 1 1 0 80 190 1 1 1 1 90 80 147 131 116 0 85 69 54 38.5 Boom length and extension 81 Max boom angle Axis of rotation (6'-") (6'-4") Dimensions are for largest furnished hookblock and headache ball with anti-two block activated. *Drawg is to show the physical reach of the mache. Always refer to load chart to see what portions of this range are structurally and stability limited. Operatg radius from axis of rotation Series NBT45 19
Load chart 49,1 m (161 ft) ma boom, full span outrigger, without jib 6 8 12 15 25 35 45 55 65 75 80 85 90 95 0 5 #01 38.5 54-A 69-B 85-C 0-D 116-E 131-F 147-G 161 90,000 (78.5) 77,000 (75.4) 65,0 (72.2) 56,0 (69.0) 44,0 (64.0) 31,0 (55.1) 23,900 (45.1) 18,6 (32.7) 14,7 (11.0) 25,6 (77.4) 25,0 (75.2) 24,7 (71.8) 24,0 (66.0) 22,0 (59.9) 17,3 (53.3) 13,9 (46.1) 11,3 (37.8) 90 (28.6) 70 (12.2) 23,3 (78.8) 22,9 (76.3) 22,0 (72.0),3 (67.5) 16,0 (62.8) 12,9 (58.0),0 (53.3) 88 (47.8) 70 (41.7) 60 (34.7) 00 (26.2) (13.0) 21,2 (79.1),8 (75.8) 18,7 (72.3) 14,8 (68.6) 12,000 (64.8) 98 (61.2) 82 (57.2) 6900 (52.9) 57 (48.4) 47 (43.6) 39 (38.2) 32 (32.1) 26 (24.6) 15,8 (78.3) 14,2 (75.5) 12,900 (72.5) 11,2 (69.5) 90 (66.5) 70 (63.3) 60 (59.9) 54 (56.5) (52.8) 37 (49.0) (45.0) 25 (.6) 20 (35.8) (.3) 10 (23.6) (14.0),000 (77.9) 90 (75.5) 80 (72.9) 77 (.4) (67.7) 61 (65.0) (62.1) 42 (59.1) 35 (56.1) 29 (52.9) 24 (49.6) 00 (46.1) 16 (42.4) 10 (38.4) (34.0) 0 (29.0) 0 (23.0) 70 (79.7) (77.7) 60 (75.5) 61 (73.3) 5800 (71.1) 50 (68.8) 4900 (66.5) (63.9) (61.4) 28 (58.7) 23 (56.0) 19 (53.6) (.3) 12 (47.2) (44.0) 7 (.6) 0 (37) (79.3) 50 (77.5) (75.6) 47 (73.7) (71.8) (69.8) 39 (67.8) 30 (65.5) 27 (63.2) 20 (.9) 1900 (58.5) 15 (56.1) 12 (53.6) 9 (.9) 7 (48.3) 0 (45.4) Mimum boom angle ( ) for dicated length 23 37 45 51 Maximum boom length ( ft) at 0 boom angle 0 NOTE: ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Liftg capacities at zero degree boom angle Boom angle 0 38.5 54-A 69-B 85-C 0-D,000 (36) 00 (51) 3800 (66.5) 1900 (82) 800 (97.5) 00 (78.9) 3900 (77.3) 37 (75.6) 35 (73.9) (72.2) 32 (.4) 29 (68.6) 20 (66.7) 22 (64.6) 18 (62.5) 10 (.3) (58.2) 9 (55.9) 7 (53.6) 0 (51.2) NOTE: ( ) Reference radii. 80048595 Rated Load Reductions from ma boom capacity when liftg over ma boom nose with: 38' erected 20 19 18 17 16 16 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.
Load chart ON OUTRIGGERS FULLY EXTENDED 49,1 m (161 ft) ma boom, full span outrigger, with 11,6 m (38 ft) jib 6 8 12 15 25 35 45 55 65 75 80 85 90 95 0 #02 38.5 54-A 69-B 85-C 0-D 116-E 131-F 147-G 161 89,1 (78.5) 76,1 (75.4) 64,6 (72.2) 55,8 (69.0) 43,5 (64.0),8 (55.1) 23,0 (45.1) 17,800 (32.7) 13,900 (11.0) 25,0 (77.4) 24,0 (75.2) 24,1 (71.8) 23,0 (66.0) 21,4 (59.9) 16,7 (53.3) 13,3 (46.1),7 (37.8) 8800 (28.6) 70 (12.2) 22,900 (78.8) 22,0 (76.3) 22,0 (72.0) 19,900 (67.5) 15,6 (62.8) 12,0 (58.0),1 (53.3) 80 (47.8) 69 (41.7) 56 (34.7) 45 (26.2) 36 (13.0),8 (79.1),4 (75.8) 18,3 (72.3) 14,4 (68.6) 11,0 (64.8) 94 (61.2) 78 (57.2) 60 (52.9) 53 (48.4) 43 (43.6) 35 (38.2) 28 (32.1) 22 (24.6) 15,5 (78.3) 13,9 (75.5) 12,0 (72.5),9 (69.5) 8900 (66.5) 70 (63.3) (59.9) 51 (56.5) (52.8) 34 (49.0) 2800 (45.0) 22 (.6) 1800 (35.8) 10 (.3) (23.6) 0 (14.0) 90 (77.9) 8800 (75.5) 80 (72.9) 74 (.4) 67 (67.7) 58 (65.0) 4800 (62.1) 39 (59.1) 32 (56.1) 26 (52.9) 21 (49.6) (46.1) 13 (42.4) (38.4) 0 (34.0) 74 (79.7) 69 (77.7) 63 (75.5) 5900 (73.3) 55 (71.1) 51 (68.8) 46 (66.5) 38 (63.9) 31 (61.4) 20 (58.7) 20 (56.0) (53.6) 13 (.3) (47.2) 7 (44.0) 0 (.6) 53 (79.3) (77.5) 4800 (75.6) (73.7) 42 (71.8) 39 (69.8) (67.8) (65.5) 20 (63.2) (.9) 16 (58.5) 10 (56.1) (53.6) 0 (.9) 0 (48.3) Mimum boom angle ( ) for dicated length 23 37 45 51 Maximum boom length (ft) at 0 boom angle 0 NOTE: ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Liftg capacities at zero degree boom angle Boom angle 0 38.5 54-A 69-B 85-C 0-D 91 (36) 60 (51) 33 (66.5) 10 (82) 0 (97.5) 3800 (78.9) (77.3) 35 (75.6) 33 (73.9) (72.2) (.4) 27 (68.6) 20 (66.7) (64.6) 16 (62.5) 10 (.3) (58.2) 7 (55.9) 5 (53.6) NOTE: ( ) Reference radii. 80048598 41 61 79 94 M. boom angle for dicated length Max. boom length at 0 boom angle #03 20 (80) 20 (75) 16 () (65) 69 ft 800481 NOTE: ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Boom extension capacity notes: 1. All capacities above the bold le are based on structural strength of boom extension. 2. 38 ft extension may be used for sgle le liftg service 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. For boom angles not shown, use the ratg of the next lower angle. Warng: 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 properly extended and vertical jacks set. 6. When liftg over the ma boom nose with 38 ft extension erected, the outriggers must be fully extended or % (17.5 ft) spread. Series NBT45 THIS CHART IS ONLY A GUIDE AND SHOULD NOT BE USED TO OPERATE THE CRANE. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 21
Accessories Radio Remote Controls (Ground level or boom tip) Elimate the handlg and matenance concerns that accompany cabled remotes. Operate to a range of about 76 m (2 ft), varyg with conditions. NB4R (R4 functions) Heavy-duty Personnel Basket 544 kg ( lb) capacity steel basket with safety loops for two passengers. Gravity BSA-1 levelg 183 cm x 7cm (72 x 42 ) platform. Fast attachment and secure lockg BSA-R1 (provides rotation) systems. BSAY-1 BSAY-2 Air Conditiong for Crane Cab Provides excellent crane cab coolg to overcome the radiant heat from the sun reflection. Auxiliary Wch 15,000 lb Le Pull Second wch redundant to the ma, planetary wch with boom tip rooster sheave to allow reevg of both wch les. A/C NBT45AW Spanish-Language Danger Decals, Control Knobs, and Operators Manuals SDD SOM 22
Notes Series NBT45 23
Manitowoc Cranes Regional headquarters Americas Manitowoc, Wiscons, USA Tel: +1 9 684 6621 Fax: +1 9 683 6277 Shady Grove, Pennsylvania, USA Tel: +1 717 597 8121 Fax: +1 717 597 62 Europe, Middle East, Africa Ecully, France Tel: +33 (0)4 72 18 Fax: +33 (0)4 72 18 00 Cha Shanghai, Cha Tel: +86 21 6457 0066 Fax: +86 21 6457 4955 Greater Asia-Pacific Sgapore Tel: +65 6264 1188 Fax: +65 6862 Regional offices Americas Brazil Alphaville Mexico Monterrey Chile Santiago Europe, Middle East, Africa France Baudemont Cergy Deces Germany Langenfeld Italy Laate Netherlands Breda Poland Warsaw Portugal Baltar Russia Moscow South Africa Johannesburg U.A.E. Dubai U.K. Buckgham Cha Beijg Chengdu Guangzhou Xian Greater Asia-Pacific Australia Brisbane Melbourne Sydney India Chennai Delhi Hyderabad Pune Korea Seoul Philippes Makati City Sgapore Factories Brazil Passo Fundo Cha TaiAn Zhangjiagang France Charlieu Mouls Germany Wilhelmshaven India Pune Italy Niella Tanaro Portugal Baltar Fânzeres USA Manitowoc Port Washgton Shady Grove This document is non-contractual. Constant improvement and engeerg progress make it necessary that we reserve the right to make specification, equipment, and price changes without notice. Illustrations shown may clude optional equipment and accessories and may not clude all standard equipment. 13 Manitowoc Form No. NBT45 PG Part No.09-008 / 2M /0713 www.manitowoccranes.com