National Crane Series NBT40

Transcription

1 National Crane Series NBT40 Product Guide Features 36,3 t (40 USt) ratg 43,3 m (142 ft) five-section boom Self-lubricatg Easy Glide wear pads 862 kg (1900 lb) tailswg counterweight

2 Features National Crane Series NBT40 36,3 t (40 USt) maximum capacity 45,72 m (1 ft) maximum tip height (ma boom) 57,91 m (190 ft) maximum tip height (boom with jib) Five-section boom At 43,29 m (142 ft), the NBT40 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) and 38,71 m (127 ft). Overload protection All National Crane boom trucks are equipped with overload protection. A Load Moment Indicator (LMI) is standard on all NBT40 maches. The LCD display is visible full or low light and displays all crane load liftg values simultaneously. Includes Work Area Defition System (WADS). 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 NBT40 outriggers allow quick and easy crane set-up and can be positioned at 0%, % and 0%. Deluxe operator s cab Rigid galvanealed steel structure, well sulated, with tted safety glass for operator visibility and comfort. Multi-position seat with arm rest mounted sgle axis controls, ventilation fans, diesel heater, dual cab mounted worklights and wipers. Optional air conditiong is available.

3 Features National Crane is proud to troduce the Series NBT40 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 mache s 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), last layer dicator (LLI), and third wrap dicator

4 Contents Specifications 5 Mountg configurations 7 Dimensions 9 Workg range - 3 ft boom Load charts - 3 ft boom 11 Workg range ft boom 15 Load charts ft boom 16 Workg range ft boom 18 Load charts ft boom 19 Accessories 23

5 Specifications Boom and jib combations data Available three basic models: NBT40-3: 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 NBT40-127: Equipped with a 9,45 m - 38,71 m (31 ft ft) five-section boom. This model can be equipped with a 9,45 m - 16,76 m (31 ft - 55 ft) fold-away jib providg a vertical reach of 57,91 m (190 ft). 9,45 m - 38,71 m (31 ft ft) five-section hydraulic boom 18FJ55M 9,45 m - 16,76 m (31 ft - 55 ft) two-section manual jib NBT40-142: Equipped with a,36 m - 43,29 m (34 ft 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 ft) five-section hydraulic boom 18FJ26 7,92 m (26 ft) sgle-section manual jib,36 m - 43,29 m (34 ft ft) five-section hydraulic boom 8FJ55M 9,45 m - 16,76 m (31 ft - 55 ft) two-section manual jib Note: Maximum tip is measured with outriggers/stabilizers fully extended. Series NBT40 5

6 Specifications NBT40 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 kg (56,400 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) kg (56,2 lb) 13 m/m (41 fpm) 618 kg (67,0 lb) m/m (34 fpm) kg (78,7 lb) 9 m/m (29 fpm) kg (90,000 lb) 8 m/m (26 fpm) High speed 5/8 diameter rotation resistant IWRC kg (56,400 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) kg (25,000 lb) 25 m/m (82 fpm) 13 8 kg (,000 lb) 21 m/m (68 fpm) kg (35,000 lb) 18 m/m (59 fpm) kg (40,000 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 (640 lb) 3-sheave block 31,74 t (40 USt) 272 kg (0 lb) 4-sheave block 32,65 t ( USt) 361 kg (796 lb) 6

7 Mountg configurations The configurations are based on the NBT40 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. NBT40 with Tag Axle (3/127 ft boom) NBT40 with Tag Axle,000 GVWR (3/127 ft boom) TAG TAG 97 MIN (FOR 42,000 GAWRR 28 MIN 1 MIN 168 MINON BRIDGE LAW) 1 MIN 168 MIN 28 MIN 246 WB 246 WB 282 APPROX. 282 APPROX. C LROTATION C L ROTATION 318 MIN (FOR,000 GVWR ON BRIDGE LAW) FRONT STABILIZER 3 Configuration 1: 31,39 m (3 ft) or 38,71 m (127 ft) Boom with Tag Axle (Extended front frame rails required for SFO stallation.) Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: kg (40,000 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 cm3 (.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 NBT40). The front stabilizer is essential when extendg the boom and liftg loads over the front of the truck. *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. 3 FULL CAPACITY WORKING AREA NBT40 with Pusher Axle (3/127 ft boom) NBT40 with Tag Axle,000 GVWR (3/127 ft boom) PUSHER 28 MIN TAG 97 MIN (FOR 42,000 GAWRR ON BRIDGE LAW) MIN CT 28 MIN 1 MIN 92 MIN 246 WB 258 WB 282 APPROX. 282 APPROX. CLROTATION C ROTATION L 318 MIN (FOR,000 GVWR ON BRIDGE LAW) FRONT STABILIZER 3 Configuration 2: 31,39 m (3 ft) or 38,71 m (127 ft) Boom with Pusher Axle (Extended front frame rails required for SFO stallation.) Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: kg (40,000 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 cm3 (.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 NBT40). The front stabilizer is essential when extendg the boom and liftg loads over the front of the truck. *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. 3 FULL CAPACITY WORKING AREA NBT40 with Tag Axle (142 ft boom) NBT40 with Tag Axle,000 GVWR (3/127 ft boom) TAG TAG 97 MIN (FOR 42,000 GAWRR 168 ONMIN BRIDGE LAW) 168 MIN 28 MIN 28 MIN 258 WB 1 MIN 1 MIN 246 WB 282 APPROX. 298 APPROX. CLROTATION C L ROTATION 318 MIN (FOR,000 GVWR ON BRIDGE LAW) FRONT STABILIZER 3 3 FULL CAPACITY WORKING AREA Series NBT40 Configuration 3: 43,29 m (142 ft) Boom with Tag Axle (Extended front frame rails required for SFO stallation.) Workg area: 3 Gross Axle Weight Ratg Front: 9072 kg (,000 lb) Gross Axle Weight Ratg Rear: kg (40,000 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 cm3 (.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 NBT40). The front stabilizer is essential when extendg the boom and liftg loads over the front of the truck. *Estimated axle scale weights prior to stallation of crane, stabilizers and subbase for 85% stability. 7

8 Mountg configurations NBT40 with Tag Axle (3/127/142 ft boom) 278 WB 211 MIN 2 APPROX. CL ROTATION TAG 1 MIN Configuration 4: Extended T-box 31,39 m (3 ft), 38,71 m (127 ft) Boom, 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: kg (40,000 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 3 FULL CAPACITY WORKING AREA Other configurations are available, please consult the factory for more formation. Many factors must be considered the selection of proper truck for an NBT40 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 NBT40 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 Mimimum truck requirements 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 NBT40 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

9 Dimensions 34' 3.25" Retracted 142' 3.25" Extended 31' 3.25" Retracted 127' 3.25" Extended 31' 3.25" Retracted 3' 3.25" Extended ' Dimension G See table Dimension G See table.00 Mountg surface C/L Boom. C/L Rotation 9. Cab Cab tail swg C/L Rotation Counterweight tail swg C/L Rotation 34' 3.25" Retracted 142' 3.25" Extended 31' 3.25" Retracted 127' 3.25" Extended ' 31' 3.25" Retracted 3' 3.25" Extended C/L Rotation Dimension G See table C/L Boom Cab Cab tail swg C/L Rotation 3.24 Counterweight tail swg Mountg surface. Mountg surface C/L Rotation Dimensions are ches unless otherwise specified Retracted C/L Rotation Full extension 2.31 Mid span extension Series G Weight with oil " 36,9 lb " 37,419 lb " 38,714 lb Mountg surface Retracted No jib, no auxiliary hoist, with 2/3 hookblock Series NBT Full extension 2.31 Mid span extension 9

10 Workg range 3 ft ma boom, full span outrigger, with jib 180 Boom deflection not shown 1 0 Offset 55' Ext Offset 31' Ext. Height from ground Boom length and extension 0 81 Max boom angle 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. 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 3 ft ma boom, full span outrigger, 3, without stowed jib Series NBT #01 Ma boom length A 55-B 67-C 79-D 91-E 3 80,000 (73.6) 78,000 51,000 (71.6) (76.9) 67,0,000,000 (67.6) (74.1) (78) 57,000 48,000 46,000 37,000 (63.4) (71.2) (75.8) (78.7) 44,0 44,0 39,000 36,000 33,000 (56.9) (66.8) (72.5) (76.1) (78.7) 32,000 32,400 32,5 32,7 29,000 18,0 18,0 (44.5) (59.1) (66.8) (71.6) (75.1) (77.3) (79.4) 24,4 24,900 25,0 25,0 25,400 18,000 17,0 (28) (.6) (.8) (66.9) (71.3) (74.2) (76.8) 19,0 19,0 19,0 19,6 17,0 16,0 (40.9) (54.4) (62) (67.2) (71) (74) 14,0 14,9 15,0 15,2 15,3 15,000 (28.6) (47.4) (56.8) (63) (67.6) (71.1) 11,900 12,0 12,0 12,0 12,400 (39.5) (51.3) (58.6) (63.9) (68.1) 97 99,0,1,2 (31) (46) (54.5) (.5) (65.1) (17.4) (39.4) (49.7) (56.6) (61.7) (31.7) (44.6) (52.6) (58.3) (21.6) (38.9) (48.3) (54.8) (32.3) (43.7) (51.1) (24.2) (38.6) (47.2) (11.2) (32.9) (43.1) (26.1) (38.5) (16.7) (33.5) 00 (27.6) 10 () 12 (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. Boom angle 0 Liftg capacities at zero degree boom angle Ma boom length A 55-B 67-C 79-D 91-E 3,3 (28.5) 11,0 (40.5) 70 (52.5) 48 (64.5) 32 (76.5) (88.5) 12 (0.5) NOTE: ( ) Reference radii tele. erected (retracted) 31' off. erected at 0 offset Rated Load Reductions from ma boom capacity when liftg over ma boom nose with : The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 11

12 Load chart 3 ft ma boom, full span outrigger, 3, with stowed jib #02 Ma boom length A 55-B 67-C 79-D 91-E 3 79,0 (73.6) 77,0,3 (71.6) (76.9) 66,900 49,3 49,5 (67.6) (74.1) (78) 56,0 47,3 45,5 36,0 (63.4) (71.2) (75.8) (78.7) 43,400 43,8 38,5 35,0 32,6 (56.9) (66.8) (72.5) (76.1) (78.7) 31,0 31,7 32,0 32,3 28,6 18,0 18,2 (44.5) (59.1) (66.8) (71.6) (75.1) (77.3) (79.4) 23,6 24,2 24,6 24,800 25,0 17,0 17,2 (28) (.6) (.8) (66.9) (71.3) (74.2) (76.8) 18,400 18,8 19,0 19,0 17,0 16,2 (40.9) (54.4) (62) (67.2) (71) (74) 14,0 14,0 14,0 14,900 15,0 14,7 (28.6) (47.4) (56.8) (63) (67.6) (71.1) 11,4 11,6 11,8 12,000 12,1 (39.5) (51.3) (58.6) (63.9) (68.1) ,000 (31) (46) (54.5) (.5) (65.1) (17.4) (39.4) (49.7) (56.6) (61.7) (31.7) (44.6) (52.6) (58.3) 54 (21.6) (38.9) (48.3) (54.8) (32.3) (43.7) (51.1) (24.2) (38.6) (47.2) (11.2) (32.9) (43.1) (26.1) (38.5) 20 (16.7) (33.5) 17 (27.6) 13 () 00 (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. Boom angle 0 Liftg capacities at zero degree boom angle Ma boom length A 55-B 67-C 79-D 91-E 3 19,5 (28.5) Reference 11,0 (40.5). 68 (52.5) 44 (64.5) 2900 (76.5) 1800 (88.5) 00 (0.5) NO TE: ( ) radii 66 tele. erected (retracted) 31' off. erected at 0 offset Rated Load Reductions from ma boom capacity when liftg over ma boom nose with : 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 3 ft ma boom, full span outrigger, 3, with fixed jib M. boom angle for dicated length Max. boom length at 0 boom angle 0 OFFSET # (80) 8000 (75) 60 () (65) 40 () 30 (55) () 1900 (45) 13 (40) 9 (35) 6 () ft Boom extension capacity notes: 1. All capacities above the bold le are based on structural strength of boom extension ft 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 extension erected, the outriggers must be fully extended or % (17.5 ft) spread. OFFSET # (80) (75) 00 () 40 (65) () (55) 95 () 2 10 (45) (40) (35) () (25) (21) M. boom angle for dicated length Max. boom length at 0 boom angle 91 ft NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Series NBT40 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 13

14 Load chart 3 ft ma boom, full span outrigger, 3, with telescopic jib M. boom angle for dicated length Max. boom length at 0 boom angle 31 ft LENGTH # (80) 8000 (75) 60 () (65) 40 () 30 (55) () 16 (45) 11 (40) 7 (35) 0 () ft Boom extension capacity notes: 1. All capacities above the bold le are based on structural strength of boom extension 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. 55 ft LENGTH # (80) 45 (75) () (65) 85 () 96 (55) 10 3 () (45) (40) 5 1 (35) M. boom angle for dicated length 35.5 Max. boom length at 0 boom angle 79 ft NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. 14 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.

15 Workg range 127 ft ma boom, full span outrigger, with jib 190 Boom deflection not shown 55' Ext ' Ext. 1 Height from ground Boom length and extension Max boom angle 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 NBT40 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 15

16 Load chart 127 ft ma boom, full span outrigger, 3, without stowed jib #01 Ma boom length A 55-B 67-C 79-D 91-E 3-F 115-G ,000 (73.6) 75,000 (71.6) 67,0 (67.6) 56,000 (63.4) 43,7 (56.8) 31,0 (44.4) 23,9 (27.8) 41,000 (71.4) 41,000 (67) 39,000 (59.4) 32,000 (51.0) 24,0 (41.4) 19,0 (29.4) 14,8 (28.6) 40,0 (75.8) 40,0 (72.6) 32,0 (66.9) 24,0 (61) 19,7 (54.6) 15,2 (47.7) 12,1 (40),0 (31.5) 80 (18.5) 40,0 (78.8) 37,0 (76.2) 32,0 (71.7) 25,0 (67),000 (62.1) 15,0 (57) 12,400 (51.6),0 (46.2) 8400 (39.7) 69 (32.1) 5800 (22.3) 28,0 (78.6) 25,0 (74.9) 22,0 (71.1),1 (67.2) 15,0 (63.1) 12,5 (58.7),400 (54.6) 8800 (49.9) 70 (44.8) 6400 (39.1) 5400 (32.6) 40 (24.7) 38 (12.3) 21,8 (80.4) 19,400 (77.2) 17,2 (74) 15,6 (.8) 14,4 (67.4) 12,0 (63.9),0 (.5) 80 (56.6) 72 (52.6) (48.3) 51 (43.8) 43 (38.8) 36 (33.1) (26.4) 25 (17.3) 16,0 (79.2) 14,9 (76.5) 13,0 (73.7) 12,6 (.8) 11,0 (67.9),6 (65.1) 88 (61.8) 70 (58.4) 60 (54.9) (51.2) 4,0 (47.3) 39 (43.2) 33 (38.7) 2800 (33.7) (27.9) 18 (.5) 10 (7) 12,8 (80.7) 12,0 (78.4) 11,800 (76),9 (73.7),0 (71.2) 90 (68.6) 9000 (65.9) 70 (63) 63 (59.9) 53 (56.8) 45 (53.5) 38 (.2) 32 (46.6) (42.8) 22 (38.7) 18 (34.2) 14 (29) 11 (22.8) 8 (13.7),000 (79.9) 9900 (77.9) 90 (75.8) 9000 (73.6) 80 (71.3) 80 (69) 76 (66.6) 64 (63.9) 54 (61.2) 46 (58.3) 3900 (55.4) 3400 (52.3) 28 (49.2) 23 (45.9) 1900 (42.3) 15 (38.5) 10 (34.4) 900 (29.7) (24.2) Mimum boom angle ( ) for dicated length 0 24 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. Liftg capacities at zero degree boom angle Boom angle 0 Ma Boom length A 55-B 67-C 79-D 91-E 3-F 115-G,0 (28.5) 11,6 (40.5) 70 (52.5) 4900 (64.5) 30 (76.5) 20 (88.5) 14 (0.5) 0 (112.5) NOTE: ( ) Reference radii Rated Load Reductions from ma boom capacity when liftg over ma boom nose with ext. erected (retracted) : ( lb) 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 127 ft ma boom, full span outrigger, 3, with stowed jib ON OUTRIGGERS FULLY EXTENDED - 3 #02 Ma boom length A 55-B 67-C 79-D 91-E 3-F 115-G ,0 (73.6) 74,0 (71.6) 66,0 (67.6) 55,0 (63.4) 42,9 (56.8),0 (44.4) 23,1 (27.8) 40,3 (71.4) 40,3 (67) 38,3 (59.4) 31,3 (51.0) 23,8 (41.4) 18,6 (29.4) 14,0 (28.6) 40,0 (75.8) 40,0 (72.6) 31,7 (66.9) 24,1 (61) 19,0 (54.6) 14,800 (47.7) 11,0 (40) 96 (31.5) 80 (18.5) 39,900 (78.8) 36,900 (76.2) 32,0 (71.7) 24,0 (67) 19,0 (62.1) 15,0 (57) 12,000 (51.6) 9800 (46.2) 8000 (39.7) 65 (32.1) 5400 (22.3) 28,3 (78.6) 24,7 (74.9) 21,8 (71.1) 19,800 (67.2) 15,3 (63.1) 12,0 (58.7),0 (54.6) 84 (49.9) 71 (44.8) (39.1) (32.6) 42 (24.7) 30 (12.3) 21,5 (80.4) 19,0 (77.2) 16,9 (74) 15,3 (.8) 14,1 (67.4) 12,400 (63.9),0 (.5) 8400 (56.6) 69 (52.6) 5800 (48.3) 48 (43.8) 40 (38.8) 33 (33.1) 27 (26.4) 22 (17.3) 16,0 (79.2) 14,0 (76.5) 13,4 (73.7) 12,400 (.8) 11,3 (67.9),400 (65.1) 80 (61.8) 72 (58.4) 62 (54.9) 53 (51.2) 44 (47.3) (43.2) (38.7) 25 (33.7) (27.9) 10 (.5) 12 (7) 12,0 (80.7) 12,3 (78.4) 11,5 (76),0 (73.7),0 (71.2) 93 (68.6) 87 (65.9) 72 (63) (59.9) (56.8) 40 (53.5) 30 (.2) 00 (46.6) 24 (42.8) 00 (38.7) 10 (34.2) 10 (29) 900 (22.8) 0 (13.7) Mimum boom angle ( ) for dicated length 0 24 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. Liftg capacities at zero degree boom angle Boom angle 0 Ma boom length A 55-B 67-C 79-D 91-E 3-F 19,400 (28.5) 11,000 (40.5) NOTE: ( ) Reference radii. 72 (52.5) 40 (64.5) 30 (76.5) 18 (88.5) 11 (0.5) 9800 (79.9) 90 (77.9) 90 (75.8) 8800 (73.6) 8400 (71.3) 7900 (69) 74 (66.6) 62 (63.9) 52 (61.2) 44 (58.3) (55.4) 30 (52.3) 26 (49.2) 21 (45.9) 10 (42.3) 13 (38.5) 00 (34.4) 0 (29.7) Rated Load Reductions from ma boom capacity when liftg over ma boom nose with ext. erected (retracted) : ( lb) M. boom angle for dicated length Max. boom length at 0 boom angle M. boom angle for dicated length Max. boom length at 0 boom angle 31 ft LENGTH # (80) 30 (75) () (65) 10 () 10 (55) 6 () ft 55 ft LENGTH #04 20 (80) 20 (75) 10 () 00 (65) Boom extension capacity notes: 1. All capacities above the bold le are based on structural strength of boom extension 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 ft NOTE: Loads displayed pounds. ( ) Boom angles are degrees. #LMI operatg code. Refer to LMI manual for operatg structions. Series NBT40 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 17

18 Workg range 142 ft ma boom, full span outrigger, with jib Boom deflection not shown 26' Ext. 142 Height from ground Boom length and extension 81 Max boom angle 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. 18 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.

19 Load chart 142 ft ma boom, full span outrigger 3, without stowed jib #01 Ma boom length A 61-B 74-C 88-D 1-E 115-F 128-G ,000 (74.9) 8 75,000 (73.1) 66,0 40,000 (69.4) (75.6) 12 55,000 40,000 40,000 (65.7) (73.1) (77.4) 15 43,000 40,000 38,000 34,000 (59.7) (69.2) (74.5) (77.7),7 31,400 31,800,000 23,0 17,400 (48.9) (62.3) (69.5) (73.7) (76.7) (78.8) 25 23,2 23,8 24,2 24,0,0 15,7 13,000 (35.7) (55) (64.2) (69.5) (73.4) (75.9) (78.3) 18,000 18,800 19,0 19,4 18,7 14,0 12,1, (13.5) (46.9) (58.8) (65.2) () (73.1) (75.8) (78) (79.5) 35 15,1 15,5 15,800 16,000 13,0 11, (37.5) (52.9) (.7) (66.4) (.1) (73.5) (75.8) (77.7) 40 12,0 12,6 12,900 13,0 12,0, (25.2) (46.6) (56) (62.6) (67.1) (71) (73.7) (75.9) 45,0,5,7, (40.1) (51.5) (59.1) (64.2) (68.4) (71.4) (74) ,800 (31.8) (46.2) (55) (.8) (65.7) (69.1) (72) (.6) (40.3) (.8) (57.3) (62.8) (66.7) () (33.6) (46.3) (53.7) (59.7) (64.1) (67.9) (25.4) (41.4) (49.9) (56.6) (61.4) (65.6) (12.6) (35.9) (45.9) (53.3) (58.6) (63.1) (29.6) (41.6) (49.9) (55.7) (.6) (21.6) (36.9) (46.4) (52.7) (58) (7.2) (31.5) (42.6) (49.6) (55.3) (25.1) (38.5) (46.3) (52.6) (16.5) (34) (42.8) (49.7) (28.8) (39.2) (46.7) (22.6) (35.1) (43.6) 1 6 (41.6) Mimum boom angle ( ) for dicated length Maximum boom length (ft) at 0 boom angle 1 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 Ma boom length A 61-B 74-C 88-D 1-E 17,3 9,9 5,900 3,800 2,0 1,0 (31.5) (44.5) (58.5) (71.5) (85.5) (98.5) NOTE: ( ) Reference radii A Rated Load Reductions from ma boom capacity when liftg over ma boom nose with extension erected (retracted): ( lb) Series NBT40 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 19

20 Load chart 142 ft ma boom, full span outrigger, 3 with stowed jib #02 Ma boom length A 61-B 74-C 88-D 1-E 115-F 128-G ,475 (74.9) 8 74,475 (73.1) 65,975 39,0 (69.4) (75.6) 12 54,475 39,0 39,0 (65.7) (73.1) (77.4) 15 42,475 39,0 37,0 33,7 (59.7) (69.2) (74.5) (77.7),225 31,000 31,0 29,7 22,8 17,0 (48.9) (62.3) (69.5) (73.7) (76.7) (78.8) 25 22,725 23,4 23,9 24,2,0 15,5 12,8 (35.7) (55) (64.2) (69.5) (73.4) (75.9) (78.3) 17,475 18,400 18,900 19,0 18,5 14,0 12, (13.5) (46.9) (58.8) (65.2) () (73.1) (75.8) (78) (79.5) 35 14,7 15,2 15,5 15,800 13,000 11, (37.5) (52.9) (.7) (66.4) (.1) (73.5) (75.8) (77.7) 40 11,800 12,3 12,6 12,900 12,000, (25.2) (46.6) (56) (62.6) (67.1) (71) (73.7) (75.9) 45,000,0,5, (40.1) (51.5) (59.1) (64.2) (68.4) (71.4) (74) (31.8) (46.2) (55) (.8) (65.7) (69.1) (72) (.6) (40.3) (.8) (57.3) (62.8) (66.7) () (33.6) (46.3) (53.7) (59.7) (64.1) (67.9) (25.4) (41.4) (49.9) (56.6) (61.4) (65.6) (12.6) (35.9) (45.9) (53.3) (58.6) (63.1) (29.6) (41.6) (49.9) (55.7) (.6) (21.6) (36.9) (46.4) (52.7) (58) (7.2) (31.5) (42.6) (49.6) (55.3) (25.1) (38.5) (46.3) (52.6) (16.5) (34) (42.8) (49.7) (28.8) (39.2) (46.7) (22.6) (35.1) (43.6) (41.6) Mimum boom angle ( ) for dicated length Maximum boom length (ft) at 0 boom angle 1 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 Ma boom length angle A 61-B 74-C 88-D 1-E 16, (31.5) (44.5) (58.5) (71.5) (85.5) (98.5) NOTE: ( ) Reference radii M. boom angle for dicated length Max. boom length at 0 boom angle # (80) 3800 (75) 30 () 24 (65) 1800 () 12 (55) 6 () ft 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 ft 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 26 ft extension erected, the outriggers must be fully extended or % (17.5 ft) spread. The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.

21 Workg range 142 ft ma boom, full span outrigger, with 55 ft jib 2 0 Boom deflection not shown 55' Ext ' Ext Height from ground Boom length and extension 81 Max boom angle 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 NBT40 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane. 21

22 Load chart 142 ft ma boom, full span outrigger, 3, with 55 ft jib #02 Ma boom length A 61-B 74-C 88-D 1-E 115-F 128-G ,0 (74.9) 8 74,0 (73.1) 65,0 39,3 (69.4) (75.6) 12 54,0 39,3 39,5 (65.7) (73.1) (77.4) 15 42,0 39,3 37,5 33,0 (59.7) (69.2) (74.5) (77.7) 29,9,7 31,3 29,0 22,6 17,0 (48.9) (62.3) (69.5) (73.7) (76.7) (78.8) 25 22,4 23,0 23,800 24,0,0 15,400 12,0 (35.7) (55) (64.2) (69.5) (73.4) (75.9) (78.3) 17,0 18,1 18,7 19,0 18,3 13,9 11, (13.5) (46.9) (58.8) (65.2) () (73.1) (75.8) (78) (79.5) 35 14,0 15,0 15,400 15,0 12,8, (37.5) (52.9) (.7) (66.4) (.1) (73.5) (75.8) (77.7) 40 11,5 12,0 12,0 12,0 11,8, (25.2) (46.6) (56) (62.6) (67.1) (71) (73.7) (75.9) 45 98,1,3, (40.1) (51.5) (59.1) (64.2) (68.4) (71.4) (74) (31.8) (46.2) (55) (.8) (65.7) (69.1) (72) (.6) (40.3) (.8) (57.3) (62.8) (66.7) () (33.6) (46.3) (53.7) (59.7) (64.1) (67.9) (25.4) (41.4) (49.9) (56.6) (61.4) (65.6) (12.6) (35.9) (45.9) (53.3) (58.6) (63.1) ,0 (29.6) (41.6) (49.9) (55.7) (.6) (21.6) (36.9) (46.4) (52.7) (58) (7.2) (31.5) (42.6) (49.6) (55.3) (25.1) (38.5) (46.3) (52.6) (16.5) (34) (42.8) (49.7) (28.8) (39.2) (46.7) (22.6) (35.1) (43.6) 1 4 (41.6) Mimum boom angle ( ) for dicated length Maximum boom length (ft.) at 0 boom angle 1 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 Ma boom length A 61-B 74-C 88-D 1-E 16,5 (31.5) 90 (44.5) 54 (58.5) 3400 (71.5) 1800 (85.5) 7 (98.5) NOTE: ( ) Reference radii M. boom angle for dicated length Max. boom length at 0 boom angle M. boom angle for dicated length Max. boom length at 0 boom angle 31 ft LENGTH # (80) 30 (75) 10 () ft 55 ft LENGTH #04 20 (80) 20 (75) 800 () 61 ft 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 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. 22 The dividual crane s load chart, operatg structions and other structional plates must be read and understood prior to operatg the crane.

23 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 (10 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 NBT40AW Spanish-Language Danger Decals, and Function Decals Spanish-Language Control Knobs, and Operators Manuals SDD SOM Series NBT40 23

24 Regional headquarters Manitowoc - Americas Manitowoc, Wiscons, USA Tel: Fax: Shady Grove, Pennsylvania, USA Tel: Fax: Regional offices Manitowoc - Europe, Middle East, Africa Ecully, France Tel: +33 (0) Fax: +33 (0) Manitowoc - Asia Pacific Shanghai, Cha Tel: Fax: Americas Brazil Alphaville Mexico Monterrey Chile Santiago Europe, Middle East, Africa Czech Republic Netvorice France Baudemont Cergy Deces Germany Langenfeld Hungary Budapest Italy Laate Netherlands Breda Poland Warsaw Portugal Baltar Russia Moscow U.A.E. Dubai U.K. Buckgham Asia - Pacific Australia Brisbane Melbourne Sydney Cha Beijg Chengdu Guangzhou India Delhi Hyderabad Pune Korea Seoul Philippes Makati City Sgapore Factories Brazil Alphaville Cha TaiAn Zhangjiagang France Charlieu La Clayette Mouls Germany Wilhelmshaven India Pune Italy Niella Tanaro Portugal Baltar Fânzeres Slovakia Saris 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. Manitowoc Prted USA Form No. NBT40 PG Part No. -004/08/2M