40' TO 230' TUBE BOOM - Able Crane Services
235666 (supersedes 5666)-0315-N6Main Boom Working Range Diagram40' TO 230' TUBE BOOMMaximum Boom AngleSee Note 2.80 240'230'70 230'220'220'60 210'210'200'200'190'50 190'180'180'170'170'160'40 150'Main Boom Length140'140'130'130'30 120'120'110'110'100'100'90'20 80'90'70'80'60'70'Height In Feet Above Ground160'150'60'50'10 40'50'40'30'20'Minimum Boom AngleSee Note 2.10'0'20'CL Of perating Radius From Centerline Of RotationNotes:1.2.Boom geometry shown is for unloaded condition and crane standing level on firm supporting surface. Boom deflection, subsequentradius, and boom angle change must be accounted for when applying load to hook.Maximum and minimum boom angles are equal to the values listed in the capacity chart for each boom length.Link‐Belt Cranes218 HSL
245666 (supersedes 5666)-0315-N645' TO 155' ANGLE BOOMMaximum Boom AngleSee Note 2.81 170'155'70 160'145'60 150'135'140'50 125'130'115'120'105'110'Main Boom Length95'100'85'30 90'75'80'65'70'20 55'Height In Feet Above Ground40 60'45'50'40'10 30'20'Minimum Boom AngleSee Note 2.10'0'20'CL Of Rotation40'60'80'100'120'140'160'Operating Radius From Centerline Of RotationNotes:1.2.Boom geometry shown is for unloaded condition and crane standing level on firm supporting surface. Boom deflection, subsequentradius, and boom angle change must be accounted for when applying load to hook.Maximum and minimum boom angles are equal to the values listed in the capacity chart for each boom length.218 HSLLink‐Belt Cranes
255666 (supersedes 5666)-0315-N6Main Boom Load ChartTube Boom Lift Capacity Chart - 360 RotationABC A [62,820 22,200 lb (28 495 10 070kg)] Counterweight - Side Frames Extended[All capacities are listed in kips (mt)]Boom Length - ft (m)LoadRadiusft 30.5)110(33.5)120(36.6)130(39.6)9.4(4.3)This material is supplied for reference use only. Operator must refer to in-cab Crane Rating Manual and Operator's Manual to determine allowablecrane lifting capacities and assembly and operating procedures.Link‐Belt Cranes218 HSL
265666 (supersedes 5666)-0315-N6Tube Boom Lift Capacity Chart - 360 RotationABC A [62,820 22,200 lb (28 495 10 070kg)] Counterweight - Side Frames Extended[All capacities are listed in kips (mt)]LoadRadiusft (m)Boom Length - ft 0(67.1)230(70.1)This material is supplied for reference use only. Operator must refer to in-cab Crane Rating Manual and Operator's Manual to determine allowablecrane lifting capacities and assembly and operating procedures.218 HSLLink‐Belt Cranes
275666 (supersedes 5666)-0315-N6Angle Boom Lift Capacity Chart - 360 RotationABC A [62,820 22,200 lb (28 495 10 070kg)] Counterweight - Side Frames Extended[All capacities are listed in kips (mt)]Boom Length - ft (m)LoadRadiusft 5)110(33.5)120(36.6)130(39.6)140(42.7)This material is supplied for reference use only. Operator must refer to in-cab Crane Rating Manual and Operator's Manual to determine allowablecrane lifting capacities and assembly and operating procedures.Link‐Belt Cranes218 HSL
285666 (supersedes 5666)-0315-N6Jib Attachment Make-upJibLengthft (m)Jib ExtensionsBasic FrontstayPendantsRequiredPairs Of FrontstayExtension PendantsRequired15 ft (4.57 m)63 ft 5 in (19.33m)14 ft 6 in (4.42m)30 (9.15)145 (13.72)11160 (18.29)21275 (22.86)313Notes:1. Capacities shown are in kips/metric tons (1 kip 1,000 lb /1 metric ton 0.45 kips) and are not more than 75% of thetipping loads with the crane standing level on a firmsupporting surface.2. A deduction must be made from these capacities for theweight of the main boom hook block or hook ball, jib hookblock or hook ball, slings, grapples, load weighing devices,etc. When using main hook while jib is attached, reducecapacities by values shown in Crane Rating Manual. SeeOperator's Manual for all limitations when raising orlowering attachment.3. The capacities in the shaded areas are based on structuralstrength. The capacities in the non-shaded areas arebased on stability ratings.4. Load ratings are based on freely suspended loads andmake no allowances for such factors as the effect of thewind, ground conditions, and operating speeds. Theoperator shall therefore reduce load ratings in order totake these conditions into account. Refer to the CraneRating Manual for Wind Speed Restrictions.5. These capacities are for “ABC A” counterweight.6. These capacities are for 360 working areas.7. These capacities are for 30-75 ft (9.15-22.86m) jiblengths only.8. The jib cannot be used on boom lengths over 200 ft(60.96m).9. The least stable rated condition is over the side.10. These capacities are in compliance with ASME/ANSIB30.5 at date of manufacture.11. These capacities apply only to the crane as originallymanufactured and normally equipped by Link‐BeltConstruction Equipment Company.218 HSLLink‐Belt Cranes
295666 (supersedes 5666)-0315-N6Jib Attachment Working RangeDiagram80 Maximum Boom Angle5 See Note 2.15 40' TO 200' MAIN BOOM WITH 30' TO 75' JIB25 290'75'280'Jib Length70 270'60'260'60 45'250'240'30'230'50 220'210'200'40 180'190'170'180'160'170'160'Main Boom Length150'30 140'150'130'140'120'130'120'110'100'20 Height in feet above 0'50'40'Minimum Boom AngleSee Note 2.30'20'10'20'CL Of '220'240'260'280'0'Operating Radius From Centerline Of RotationBoom geometry shown is for unloaded condition and crane standing level on firm supporting surface. Boom deflection, subsequentradius, and boom angle change must be accounted for when applying load to hook.Maximum and minimum boom angles are equal to the values listed in the capacity chart for each boom length.Link‐Belt Cranes218 HSL
305666 (supersedes 5666)-0315-N6Jib Attachment Load Charts30 ft (9.14m) Offset Jib Length - 360 Rotation - ABC A [62,820 22,200 lb (28 495 10 070kg)] Counterweight[All capacities are listed in kips (mt)]5 OffsetLoadRadiusft (m)15 OffsetMain Boom Length ft dRadiusft (m)25 OffsetMain Boom Length ft dRadiusft .6)(10.8)(7.6)(10.8)(7.6)Main Boom Length ft )(54.9)1902.2190190(57.9)(0.9)(57.9)(57.9)This material is supplied for reference use only. Operator must refer to in-cab Crane Rating Manual and Operator's Manual to determine allowablecrane lifting capacities and assembly and operating procedures.218 HSLLink‐Belt Cranes
315666 (supersedes 5666)-0315-N645 ft (13.72m) Offset Jib Length - 360 Rotation - ABC A [62,820 22,200 lb (28 495 10 070kg)] Counterweight[All capacities are listed in kips (mt)]5 OffsetLoadRadiusft (m)15 OffsetMain Boom Length ft dRadiusft (m)25 OffsetMain Boom Length ft dRadiusft )(10.7)(9.1)(10.7)Main Boom Length ft 57.9)(1.0)(0.9)(57.9)This material is supplied for reference use only. Operator must refer to in-cab Crane Rating Manual and Operator's Manual to determine allowablecrane lifting capacities and assembly and operating procedures.Link‐Belt Cranes218 HSL
325666 (supersedes 5666)-0315-N660 ft (18.29m) Offset Jib Length - 360 Rotation - ABC A [62,820 22,200 lb (28 495 10 070kg)] Counterweight[All capacities are listed in kips (mt)]5 OffsetLoadRadiusft (m)15 OffsetMain Boom Length ft (m)40(12.2)100(30.5)140(42.7)180(54.9)LoadRadiusft (m)25 OffsetMain Boom Length ft (m)40(12.2)100(30.5)140(42.7)180(54.9)LoadRadiusft .8)(12.2)(6.4)(12.2)Main Boom Length ft his material is supplied for reference use only. Operator must refer to in-cab Crane Rating Manual and Operator's Manual to determine allowablecrane lifting capacities and assembly and operating procedures.218 HSLLink‐Belt Cranes
335666 (supersedes 5666)-0315-N675 ft (22.86m) Offset Jib Length - 360 Rotation - ABC A [62,820 22,200 lb (28 495 10 070kg)] Counterweight[All capacities are listed in kips (mt)]5 OffsetLoadRadiusft (m)15 OffsetMain Boom Length ft (m)40(12.2)100(30.5)140(42.7)180(54.9)LoadRadiusft (m)25 OffsetMain Boom Length ft (m)40(12.2)100(30.5)140(42.7)180(54.9)LoadRadiusft )(7.9)(8.4)(15.2)(4.3)(15.2)Main Boom Length ft s material is supplied for reference use only. Operator must refer to in-cab Crane Rating Manual and Operator's Manual to determine allowablecrane lifting capacities and assembly and operating procedures.Link‐Belt Cranes218 HSL
Link‐Belt Cranes 218 HSL Main Boom Working Range Diagram 40' TO 230' TUBE BOOM Notes: 1. Boom geometry shown is for unloaded condition and crane standing level on firm supporting surface. Boom deflection, subsequent radius, and boom angle change must be accounted for when applying load to hook. 2.
280 TRANSMISSIONS TRASMISSIONI 230.0014 Vespa PE 200 - Racing 230.0015 Vespa 50 FL/Ape 50 FL 3 230.0016 Vespa 50 FL/Ape 50 FL 230.0017 Vespa 50 FL/Ape 50 FL Racing 230.0010 Ape 50 - Vespa 50/125 230.0011 Minarelli Am6-Aprilia 50 Rs,Rx 230.0012 Derbi Senda - GPR 230.0013 Vespa 50/125 230.0018 Vespa PX 125/150 Racing 6M 230.0019 Yamaha T-Max 500 230.0020 Yamaha T-Max 530 230.0021 Vespa per Kit .
Taurus 120 12 450 230 3 Meteor CSI 20 17 160 230 3 Mariner CSI 40 17 270 230 3 Sirius CSI 80 12 320 230 3 Titan CSI 100 12 410 230 3 Taurus CSI 120 12 450 230 3 Altus 50 RTS 6/17 6 17 90 230 5 Altus 50 RTS 10/17 10 17 120 230 5 Altus 50 RTS 15/17 15 17 140 230 5 Altus 50 RTS 25/17 25 17 170 230 5
2) Braced tube 3) Bundled tube 4) Tube-in-tube 5) Tubed mega frames A.Tube in Tube Structures The term "tube in tube" is largely self-explanatory in that second ring of columns, the ring surrounding the central service core of the building, are used as an ineer framed or braced tbe. The purpose of the second tube is to increase
Liftcrane Boom Capacities 888 SERIES 2 Boom No. 22EL 179,100 Lb. Crane Counterweight 44,000 Lb. Carbody Counterweight 360 Degree Rating Meets ANSI B30.5 Requirements Oper. Rad. Feet Boom Ang. Deg. Boom Point Elev. Feet Boom Capacity Crawlers Retracted Pounds Boom Capacity Crawlers Extended Pounds 100 Ft. Boom *b *b *b * * * * Oper. Rad. Feet .
Abe, Genki 064 31798 001 039 230 86/05/05 Abendroth, Walter 100 325769 001 001 230 86/11/03 Aberg, Einar 105 009428 001 155 230 86/16/05 Abetz, Otto 100 004219 001 022 230 86/11/06 Abjanic, Theodore 105 253577 001 132 230 86/16/01 Abrey, Richard See Sovloot (100-382419) Abs, Hermann J. 105 056532 001 167 230 86/16/06 Abualy, Aldina 105 007801 001 183 230 86/17/02 Abwehr 065 37193 001 122 230 .
frame tube, braced tube, bundled tube, tube in tube, and tube mega frame structures. The tube in tube structures and tube mega frame structures are the innovative and fresh concept in . These tubes are interconnected by system of floor slabs and grid beams.as the columns of outer and inner core tubes are placed so closely; it is not seen as a .
system between Tube in Tube system and Bundled tube system. The ETABS models of Tube in Tube and Bundled tube system which is G 20 Terrace storey, are considered for analysis. The modeling and analysis of the building has been done by using structure analysis tool ETABS2018.both the building models are subjected to gravity as well as seismic
current trends and techniques in the fi eld of analytical chemistry. Written for undergraduate and postgraduate students of chemistry, this revised and updated edition treats each concept and principle systematically to make the subject comprehensible to beginners as well as advanced learners. FEATURES Updated nomenclature Addition of tests for metals based on fl ame atomic emission .
