TOWER CRANE M760D SERIES II TECHNICAL DATASHEET

Transcription

1 TOER CRANE M76D SERIES II TECNICA DATASEET 8.9 ft CENTRES T ft BOOM 12 ft 135 ft 15 ft 165 ft 18 ft 195 ft 21 ft 225 ft RADIUS ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft ft 9.9 ft 9.9 ft A

2 M76D SERIES II MAIN OIST RADIUS AND CAPACITY (IT AUXIIARY OIST) Boom ength (feet) Min Radius (feet) S at Min Radius (ton) Capacity (ton) 1-FA Max Radius (feet) S at Max Radius (ton) FA Boom ength (feet) Min Radius (feet) S at Min Radius (ton) Capacity (ton) Max Radius (feet) S at Max Radius (ton) Note: All charts are for information only and should not be used for lifting purposes. Favelle Favco reserves the right to make specification changes without prior notice. Page 1 of 1

3 M76D SERIES II MAIN OIST RADIUS AND CAPACITY (IT AUXIIARY OIST) Capacity (ton) 3-FA Boom ength (feet) Min Radius (feet) S at Min Radius (ton) Max Radius (feet) S at Max Radius (ton) Notes: Modifed boom tip required for 3 fall configuration. All charts are for information only and should not be used for lifting purposes. Favelle Favco reserves the right to make specification changes without prior notice. Page 2 of 1

4 M76D SERIES II AUXIIARY OIST RADIUS AND CAPACITY 1-FA Boom ength (feet) Min Radius (feet) S at Min Radius (ton) Capacity (ton) Max Radius (feet) S at Max Radius (ton) Notes: All charts are for information only and should not be used for lifting purposes. Favelle Favco reserves the right to make specification changes without prior notice. Page 3 of 1

5 M76D SERIES II MAIN OIST OAD CARTS (IT AUXIIARY OIST) 4 1-FA MAIN OIST 3 S (ton) 2 1 BOOM ENGT 12 ft 135 ft 15 ft 165 ft 18 ft 195 ft 21 ft 225 ft FA MAIN OIST 6 S (ton) BOOM ENGT 12 ft 135 ft 15 ft 165 ft 18 ft 195 ft 21 ft 225 ft FA MAIN OIST S (ton) BOOM ENGT 12 ft ft 15 ft 165 ft 18 ft 195 ft 21 ft 225 ft Page 4 of 1

6 M76D SERIES II AUXIIARY OIST OAD CART 14 1-FA AUX OIST 12 1 S (ton) BOOM ENGT 12 ft 135 ft 15 ft 165 ft 18 ft 195 ft 21 ft 225 ft ` Page 5 of 1

7 M76D SERIES II TYPICA FOUNDATION & BUIDING REACTION (CRANE REEVED 2-FAS AT 18 ft BOOM ENGT) S V MAXIMUM EIGT t.total M TOER TYPE T763 U T FREE STANDING BUIDING REACTION ITOUT CIMBING FRAME No. of Towers 11 Design oad Unit I/S* O/S M lb.ft 8,816,953 7,695,848 V lb 595, ,16 S lb 17,637 79,366 T lb 742, ,34 U lb 445, ,832 t Total ft 144 IT EXTERNA CIMBING FRAME No. of Towers 1 Design oad Unit I/S* O/S M lb.ft 9,541,21 6,867,921 V lb 527,546 47,97 S lb 18,395 75,927 T lb 893, ,96 U lb 629,743 43,57 t Total ft 131 IT INTERNA CIMBER No. of Towers 11 *:IN SERVICE IND = 45 mph :OUT OF SERVICE IND = 95 mph Notes: 1 Structure is designed using permissible stress method. Design oad Unit I/S* O/S 2 These loads will vary by change of boom length, height and M lb.ft 9,468,917 6,81,496 type of tower, actual site wind conditions, no of falls and V lb 557,529 5,89 change of wind speed. S lb 16,961 7,13 3 To calculate alternative options for M76D Series II refer to T lb 895, ,872 Favelle Favco Design Sheet named "Crane eight ind U lb 616, ,427 Chart". t Total ft 144 INTERNA CIMBER ON COARS EXTERNA CIMBER + ONE TIE V 9.9ft x 9.9ft TOER ta ABOVE COAR 1 2 tb COAR SPACING No. of Towers 11 No. of Towers 15 Design oad Unit I/S* O/S Design oad Unit I/S* O/S V lb 557,769 5,449 TIE lb 179, ,747 1 lb 248,3 176,484 M lb.ft 4,546,611 2,722,499 2 lb 231,132 16,716 V lb 6, ,659 Max t A ft 15 S lb 157,571 86,33 Min t B ft 38 T lb 513,9 353,239 t Total ft 143 U lb 212,86 81,49 Max t A ft 112 Max t B ft 85 ft 197 TIE S t Total ta ABOVE TIE TIE OAD MAXIMUM 15 TOERS 197 ft ts BEO TIE V M TOER TYPE T763 U T Page 6 of 1

8 M76D SERIES II SPEED PERFORMANCE OIST SPEED ook Speed (ft/min) ook Speed (ft/min) FA FA 2 1 MAIN OIST 412 P 3-FA ook oad (ton) FA AUX OIST 19 P 1-FA 2-FA 3-FA 1-FA OAD (ton) SPEED (ft/min) OAD (ton) SPEED (ft/min) ook oad (ton) UFF & SE SPEED UFF 13 P MAX - MIN RADIUS 3. MINUTES SE 99 P 1.6 RPM Page 7 of 1

9 M76D SERIES II GENERA INFORMATION POERPACK MAST TYPICA CRANE ASSEMBY FY INC UFF INC OIST INC BOOM CABIN M76D 6.9 ft COUNTEREIGT MACINERY DECK SE MOUNT 6.1 ft MONORAI TYPE T763 TOER EXTERNA CIMBING INSTAATION CEARANCE 11.1 ft 12.6 ft 29.7 ft EDGE OF BUIDING 11.5 ft (MIN.) OUT OF SERVICE CONFIGURATION Boom ength (ft) Minimum weathervaning* Angle ( ) *: Minumum weathervaning position is based on a wind speed of 45 mph. Page 8 of 1

10 M76D SERIES II TRANSPORTATION & ERECTION ITEM QTY DESCRIPTION ENGT EIGT IDT EIGT (feet) (feet) (feet) PER ITEM (ton) 1 1 SPIT DECK-FRONT (INC. SE DRIVE, PINS & ANDRAIS) 2 1 SPIT DECK-REAR POERPACK (INC. 85 OF OI) MAST FRONT EG (INC. MAST EAD SEAVES & PIN) MAST BACK EG BOOM BUFFER MAST ASSEMBY (INC. SEAVES, EAD PIN, ADDERS,BUFFER AND PATFORMS) CABIN & PATFORM ASSEMBY OIST/UFF INC ASSY (ITOUT ROPE) 7 1 FY INC ASSEMBY (EMPTY DRUM) 8 1 BOOM BOTTOM (INC. AKAY & PINS) 9 1 BOOM TOP ASSY (ITOUT FY) (INC. ACCESSORIES) BOOM TOP ASSY (IT FY) (INC. ACCESSORIES) 1 1 BOOM EXTENSION 3.18 ft Page 9 of 1

11 M76D SERIES II TRANSPORTATION & ERECTION ITEM QTY DESCRIPTION ENGT EIGT IDT EIGT (feet) (feet) (feet) PER ITEM (ton) 11 1 BOOM EXTENSION 15.9 ft BRIDE SE MOUNT (INC. PATFORMS) w 1 SE RING (INC. BOTS) & 14 1 EXTERNA CIMBER ASSY CIMBING CYINDER SIDE PANE FRAME TIE CIMBING SUPPORT ACCESS PATFORM MONORAI INTERNA CIMBER ASSY CIMBING TOER CYINDER CIMBING FOOT COUNTEREIGT TONNE TREE FA OOK BOCK TONNE SINGE FA OOK BOCK & 18 1 TOER SECTION T OIST ROPE 42MM (~1-5/8 in, 5.75 lb / ft) 13. N/A N/A FY ROPE 32MM (3.33 lb / ft) 65. N/A N/A UFF ROPE 32MM (3.27 lb / ft) 59. N/A N/A.96 Page 1 of 1