11.07.2015 Views

single & double girder top-running rotating axle components ...

single & double girder top-running rotating axle components ...

single & double girder top-running rotating axle components ...

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Schedule # YKITSPL-0312Prices effective March 19, 2012All prices are F.O.B. originPRICE & SPECIFICATION BOOKCRANE KITS& COMPONENTSINTEGRAL ROTATINGAXLE END TRUCKSTOP RUNNING SINGLE &DOUBLE GIRDER: 1-20 TONPhone: 800.888.0985Fax: 716.689.5644330.424 3126www.cmworks.com© 2012 Columbus McKinnon Corporation. All Rights Reserved.


Important InformationAll prices are F.O.B origin, unless otherwise noted. Specifications, pricesand deliveries are subject to change without notice. Suggested list prices arefurnished as trade information only and not as a restriction on resale pricing.Table of ContentSingle and Double Girder Rotating Axle Crane Kits ................... 3-8Crane Kit Options.......................................................................................9Single and Double Girder Rotating Axle Components...................10VFD Bridge Control Panels....................................................................15Single Girder Rotating Axle Component Specifications......... 17-24Single Girder Drawings...........................................................................20Double Girder Rotating Axle Component Specifications........ 25-34Double Girder Drawings.........................................................................31Crane Component Accessory Specifications .......................... 35-38Girder Selection TablesSingle Girder....................................................................................... 40-43Double Girder..................................................................................... 44-50Terms & Policies .....................................................................................51PRICES SUBJECT TO CHANGE WITHOUT NOTICESchedule # YKITSPL-0312


SPECIFICATIONSCAPACITY: 1-15 Ton Single Girder5-20 Ton Double GirderSINGLE & DOUBLE GIRDERTOP-RUNNINGROTATING AXLECRANE KITS1-15 TON SINGLE GIRDER5-20 TON DOUBLE GIRDERSERVICE CLASS: Meets the duty requirementsof CMAA Class C ServiceOPERATION: IndoorWHEELS: Flat Tread wheels hardenedto 300 - 350 BHNBUMPERS: Rubber Cylindrical typeTRAVERSE GEARING: Helical, heat-treated alloysteel, totally enclosed operating in an oil bathTRAVERSE BRAKE: Minimum 50% torque,disc type, DC rectifiedTRAVERSE MOTOR: S-3 rated with Class Finsulation. Single speedCONTROL: Variable frequency type.BEARINGS: Antifriction type throughoutSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE3


Rotating Axle Single & Double GirderCrane KitsFor CMAA Class "C"This section contains typical <strong>single</strong> <strong>girder</strong> <strong>top</strong> <strong>running</strong> crane component packages for the most popular span and capacitycombinations. Individual <strong>components</strong> are offered at the end of this catalog.KIT NUMBERING SYSTEM• Pricing and ordering quality Yale•Shaw-Box Components tobuild a Single or Double Girder Crane has just been made easier.The kit numbering system is designed to insure that you get thecorrect combinations of features and <strong>components</strong> required tobuild your crane. You also have the ability to add options to thekits or purchase specific individual <strong>components</strong>.Example below is for a 5 ton capacity, <strong>top</strong>-<strong>running</strong> <strong>single</strong> <strong>girder</strong>crane with a 25' lift Yale Global King Hoist.Example:K 05 40 S 100 25 014 3 GA B C D E F G H JA = K for Crane KitsB = Maximum Capacity in U.S. tons• 01• 02• 03• 05• 07• 10• 15• 20C = Maximum Span in Feet (up to 60')D = Type of Crane• S = Top-Running Single Girder• D = Top-Running Double GirderE = Bridge Speed• 100 fpm• 125 fpm• 150 fpmF = Max Lift• 20• 25• 40G = Max Flange Width or Gage in inchesH = Power Supply• 1 = 200/3/60• 2 = 208/3/60• 3 = 230/3/60• 4 = 460/3/60• 5 = 575/3/60• 6 = 380/3/50J = Hoist Brand• W = World Series• G = Global King4 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Rotating Axle Single GirderCrane KitsFor CMAA Class "C"MaxCap(tons)2357.5Max.Spanft.)LiftSchedule # YKITSPL-0312For US (short) Tons“Plug & Play” Single Girder Top-Running Crane KitBased on 40# Runway Rail and a Bridge Speed of ** 100 fpmFor other bridge speeds or rail sizes use the estimating software or contact the Customer Service Department.Changes in speed or rail size may change equipment selection.Kit Catalog NumberSingle Girder Kits with Global/World Series Wire Rope Hoist & TrolleySelectedGirderHoist& ControlPRICES SUBJECT TO CHANGE WITHOUT NOTICEEnd TrucksTrolleyExt.WheelDiamm (in)BridgeWheelbase(ft-in)10 20 K0210S10020008*† W10 x 30$16,668 142920 20 K0220S10020008*† W10 x 30 BASE$16,933 15005 - 030 20 K0230S10020008*† W14 X 48 115TSTRUCK115 (4.5)0.75 $17,197 157240 20 K0240S10020014*† W16 X 67$17,462 165450 20 K0250S10020014*† W18 X 86 1st6 - 3 $17,813 178460 20 K0260S10020014*† W21 X 111 WA3M 160TSTRUCK 160 (6.3) 7 - 6 1 $18,416 216010 40 K0210S10040008*† W10 X 30 A3CONTROLM$17,085 152720 40 K0220S10040008*† W10 X 30 BASE$17,349 15995 - 030 40 K0230S10040008*† W14 X 48 115TSTRUCK115 (4.5)0.75 $17,614 167140 40 K0240S10040014*† W16 X 67$17,878 175250 40 K0250S10040014*† W18 X 86 1st6 - 3 $18,230 188260 40 K0260S10040014*† W21 X 111 160TSTRUCK 160 (6.3) 7 - 6 1 $18,824 225810 20 K0310S10020008*† W12 X 35$16,668 142920 20 K0320S10020008*† W12 X 35 BASE$16,933 15005 - 030 20 K0330S10020008*† W14 X 53 115TSTRUCK115 (4.5)0.75 $17,197 157240 20 K0340S10020014*† W18 X 76$17,462 165450 20 K0350S10020014*† W21 x 101 1st6 - 3 $17,821 178460 20 K0360S10020014*† W24 X 131 WA3M 160TSTRUCK 160 (6.3) 7 - 6 1 $18,416 216010 40 K0310S10040008*† W14 x 43 A3CONTROLM$17,085 152720 40 K0320S10040008*† W14 X 43 BASE$17,349 15995 - 030 40 K0330S10040008*† W14 X 53 115TSTRUCK115 (4.5)0.75 $17,614 167140 40 K0340S10040014*† W18 X 76$17,878 175250 40 K0350S10040014*† W18 X 97 1st6 - 3 $18,230 188260 40 K0360S10040014*† W24 X 131 160TSTRUCK 160 (6.3) 7 - 6 1 $18,824 225810 25 K0510S10025008*† W16 X 50$17,408 1779BASE6 - 320 25 K0520S10025008*† W16 X 50 115TSTRUCK115 (4.5)0.75 $17,663 185130 25 K0530S10025014*† W18 X 76$18,006 19987 - 640 25 K0540S10025014*† W18 X 97$18,506 23171st50 25 K0550S10025014*† W21 X 122 160TSTRUCK 160 (6.3) 6 - 3 1 $18,672 230660 25 K0560S10025014*† W27 X 161 WB3M7 - 6 $19,023 246010 40 K0510S10040008*† W16 X 57 B3CONTROL$18,221 1891BASE6 - 320 40 K0520S10040008*† W16 X 57 115TSTRUCK115 (4.5)0.75 $18,479 196330 40 K0530S10040014*† W14 X 74$18,819 21097 - 640 40 K0540S10040014*† W18 X 97$19,319 24281st50 40 K0550S10040014*† W21 X 122 160TSTRUCK 160 (6.3) 6 - 3 1 $19,485 241860 40 K0560S10040014*† W27 X 161 7 - 6 $19,837 257110 25 K0710S10025008*† W18 X 65$23,340 2769BASE20 25 K0720S10025008*† W18 X 65 $23,609 284230 25 K0730S10025014*† W18 X 86160TSTRUCK160 (6.3) 7 - 6 1 $23,877 285740 25 K0740S10025014*† W21 X 111 1st$24,145 293150 25 K0750S10025014*† W24 X 146 $24,414 300960 25 K0760S10025020*† W30 X 191 WC3M 200TSTRUCK 2nd 200 (7.9) 8 - 0 1.5 $25,992 350810 40 K0710S10040008*† W18 X 71 C3CONTROL$24,339 2974BASE20 40 K0720S10040008*† W18 X 71 $24,607 304830 40 K0730S10040014*† W16 X 89160TSTRUCK160 (6.3) 7 - 6 1 $24,875 303540 40 K0740S10040014*† W21 X 111 1st$25,143 310950 40 K0750S10040014*† W24 X 146 $25,412 318660 40 K0760S10040020*† W30 X 191 200TSTRUCK 2nd 200 (7.9) 8 - 0 1.5 $26,984 3685Continued on next pageDriveH.P.ListPriceKitWt.(lbs.)5


Rotating Axle Single GirderCrane KitsFor CMAA Class "C"MaxCap(tons)1015Max.Spanft.)LiftFor US (short) Tons“Plug & Play” Single Girder Top-Running Crane KitBased on 40# Runway Rail and a Bridge Speed of ** 100 fpmFor other bridge speeds or rail sizes use the estimating software or contact the Customer Service Department.Changes in speed or rail size may change equipment selection.Kit Catalog NumberSingle Girder Kits with Global/World Series Wire Rope Hoist & TrolleySelectedGirderHoist& ControlEnd Trucks6 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312TrolleyExt.WheelDiamm (in)BridgeWheelbase(ft-in)10 25 K1010S10025014*† W21 X 83160TSTRUCK160 (6.3)1 $23,340 271120 25 K1020S10025014*† W21 X 83$24,852 3144530 25 K1030S10025014*† W18 X 106 1st7 - 6 $25,120 321840 25 K1040S10025014*† W24 X 131 200TSTRUCK 200 (7.9) 1.5 $25,387 329250 25 K1050S10025014*† W24 X 162 $25,657 337060 25 K1060S10025020*† W30 X 211 WC3M2nd 8 - 0 $25,992 350810 40 K1010S10040014*† W21 X 93 C3CONTROL 160TSTRUCK160 (6.3)1 $24,339 288820 40 K1020S10040014*† W21 X 93$25,850 332230 40 K1030S10040014*† W27 X 114 1st7 - 6 $26,118 339640 40 K1040S10040014*† W24 X 131 200TSTRUCK 200 (7.9) 1.5 $26,385 346950 40 K1050S10040014*† W24 X 162 $26,656 354760 40 K1060S10040020*† W30 X 211 2nd 8 - 0 $26,984 368510 25 K1510S10025014*† W24 X 103$34,380 4324200TSTRUCK200 (7.9)1.520 25 K1520S10025014*† W24 X 103 $34,705 43991st7 - 630 25 K1510S10025014*† W27 X 129$36,821 487340 25 K1540S10025014*† W27 X 161 $37,146 4949260TSTRUCK 260 (10.2) 250 25 K1550S10025020*† W27 X 1948 - 0 $37,564 5110WD3M2nd60 25 K1560S10025020*† W36 X 260$37,795 5142D3CON-10 40 K1510S10040014*† W18 X 119$34,729 4614TROLM 200TSTRUCK200 (7.9) 1.520 40 K1520S10040014*† W18 X 119 7 - 6 $35,054 46891st30 40 K1530S10040014*† W27 X 129$37,169 516340 40 K1540S10040014*† W24 X 162 $37,493 5238260TSTRUCK 260 (10.2) 250 40 K1550S10040020*† W30 X 2118 - 0 $37,912 53992nd60 40 K1560S10040020*† W36 X 260 7 - 6 $38,144 5432* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50Kit Includes:† Hoist BrandW = World SeriesG = Global King1 pair end trucks with bumpers & <strong>girder</strong> connection plates1 pair bridge drive gear motors with DC brake1 NEMA 4/12 Plug & Play variable frequency bridge control panelwith mainline contactor and manual disconnect1 Standard cataloged World Series or Global King wire rope hoist and trolley2-speed hoist control2-speed trolley control"Plug & Play" Festoon cross conductors and pendant conductor systems:Festoon pendant & Cross Conductor Systems (10' track length)1 trolley festoon tow arm1 pendant station and cable drop with plug1 main collector power connection cable(collector shoes and bus bar not included)2 bridge gear motor connection cables1 main collector pole1 pair trolley s<strong>top</strong>sDriveH.P.ListPriceKitWt.(lbs.)Note: List prices are based on 460/3/60 power.For all other voltages, refer to the Distributor CraneEstimator or CMCO Customer Service**Note: Control Panels are shipped from the factory with the VFD speed set at 100 fpm. Instructions for setting other speeds are listed inside the Control Panel cover.Speed setting must not exceed the speed that was requested at time of order. For more information, contact CMCO Customer Service.


Rotating Axle Double GirderCrane KitsFor CMAA Class "C"For US (short) Tons"Plug & Play" Double Girder Top-Running Crane KitBased on 40# Runway Rail (unless noted in table) and a Bridge Speed of ** 100 fpmFor other bridge speeds or rail sizes use the estimating software or contact the Customer Service Department.Changes in speed or rail size may change equipment selection.Max. Max.Cap Span(tons) (ft.)57.510LiftKit Catalog NumberDouble Girder Kits with Global/World Series Wire Rope Hoist & TrolleySelectedGirder10 25 K0510D10025054*† W12 X 35Hoist &ControlEnd TrucksTrolleyGageWheel Diamm (in)BridgeWheelbase(ft-in)20 25 K0520D10025054*† W12 X 35 $22,762 279430 25 K0530D10025054*† W14 X 53 7 - 6$23,026 286254"40 25 K0540D10025054*† W18 X 76 $23,291 293250 25 K0550D10025054*† W18 X 97 $23,557 299960 25 K0560D10025054*† W18 X 130 WB3TB3CONTROL 160TDTRUCK 9 - 0 $23,936 3166160 (6.3)110 40 K0510D10040066*† W12 X 40$23,324 28657 - 620 40 K0520D10040066*† W12 X 40 $23,589 2933DriveH.P.ListPriceKit Wt.(lbs.)$22,497 272530 40 K0530D10040066*† W14 X 61$23,969 310066"40 40 K0540D10040066*† W18 X 76 $24,234 31699 - 050 40 K0550D10040066*† W18 X 106 $24,501 323760 40 K0560D10040066*† W18 X 143 $24,764 330510 25 K0710D10025060*† W14 X 43$27,628 336220 25 K0720D10025060*† W14 X 43 $27,912 343230 25 K0730D10025060*† W16 X 67 160TDTRUCK160 (6.3) 7 - 6 1 $28,196 350260"40 25 K0740D10025060*† W18 X 86 $28,480 357350 25 K0750D10025060*† W21 X 122 $28,765 364760 25 K0760D10025060*† W21 X 147 200TDTRUCK 200 (7.9) 9 - 0 1.5 $30,871 418310 40 K0710D10040078*† W14 X 43 WC3T$28,550 369720 40 K0720D10040078*† W14 X 43 C3CONTROL$28,834 3767160 (6.3)30 40 K0730D10040078*† W16 X 67 $29,118 3837160TDTRUCK140 40 K0740D10040078*† W18 X 86 $29,402 390878"9 - 0160 (6.3)50 40 K0750D10040078*† W21 X 122$29,688 4000RAIL 60-105#60 40 K0760D10040078*† W21 X 147 200TDTRUCK10 25 K1010D10025060*† W14 X 53200 (7.9)RAIL 60-105#1.5 $31,673 4443$27,628 336220 25 K1020D10025060*† W14 X 53 160TDTRUCK160 (6.3)1 $27,912 343230 25 K1030D10025060*† W18 X 76 7 - 6$28,196 350240 25 K1040D10025060*† W21 X 10160"$30,107 3916200 (7.9)50 25 K1050D10025060*† W24 X 131 $30,394 3989200TDTRUCK1.5200 (7.9)60 25 K1060D10025060*† W24 X 162$30,871 4206WC3TRAIL 60 - 105#10 40 K1010D10040078*† W14 X 53 C3CONTROL$28,550 369720 40 K1020D10040078*† W14 X 53 160TDTRUCK160 (6.3) 1 $28,834 376730 40 K1030D10040078*† W18 X 76 9 - 0$29,118 383740 40 K1040D10040078*† W21 X 10178"$31,105 4281200 (7.9)50 40 K1050D10040078*† W21 X 132 $31,390 4355200TDTRUCK1.5200 (7.9)60 40 K1060D10040078*† W30 X 173$31,673 4443RAIL 60-105#Schedule # YKITSPL-0312Continued on next pagePRICES SUBJECT TO CHANGE WITHOUT NOTICE7


Rotating Axle Double GirderCrane KitsFor CMAA Class "C"For US (short) Tons"Plug & Play" Double Girder Top-Running Crane KitBased on 40# Runway Rail (unless noted in table) and a Bridge Speed of ** 100 fpmFor other bridge speeds or rail sizes use the estimating software or contact the Customer Service Department.Changes in speed or rail size may change equipment selection.Double Girder Kits with Global/World Series Wire Rope Hoist & TrolleyMax. Max.Cap Span(tons) (ft.)LiftKit Catalog NumberSelectedGirderHoist &ControlEnd TrucksTrolleyGageWheel Diamm (in)BridgeWheelbase(ft-in)DriveH.P.ListPriceKit Wt.(lbs.)152010 25 K1510D10025066*† W16 X 67200 (7.9)$37,410 485320 25 K1520D10025066*† W16 X 67$37,735 4948200TDTRUCK200 (7.9)1.530 25 K1530D10025066*† W18 X 97 $38,060 501966" RAIL 60-105#40 25 K1540D10025066*† W21 X 122 $38,385 509250 25 K1550D10025066*† W27 X 161260 (10.2)$40,848 5673260TDTRUCK9 - 0 260 25 K1560D10025066*† W27 X 194 RAIL 6-105#WD3T$41,172 574910 40 K1510D10040078*† W16 X 67 D3CONTROLM200 (7.9)$40,313 509720 40 K1520D10040078*† W16 X 67$40,638 5192200TDTRUCK200 (7.9)1.530 40 K1530D10040078*† W18 X 97 $40,963 526478" RAIL 60-105#40 40 K1540D10040078*† W21 X 122 $41,288 533650 40 K1550D10040078*† W27 X 161260 (10.2)$43,934 6013260TDTRUCK10 - 0 260 40 K1560D10040078*† W24 X 207 RAIL 60-105#$44,257 609010 16' 8" K2010D10016066*† W16 X 67200 (7.9)$39,651 5230200TDTRUCK1.520 16' 8" K2020D10016066*† W16 X 67 RAIL 60-105#$39,935 530230 16' 8" K2030D10016066*† W21 X 101$42,085 588466"40 16' 8" K2040D10016066*† W24 X 146 260 (10.2)2 $42,369 5956260TDTRUCK9 - 050 16' 8" K2050D10016066*† W24 X 176 RAIL 60-105#$42,654 602760 16' 8" K2060D10016066*† W27 X 217 3 $43,497 6118WD3T10 26' 8" K2010D10026078*† W16 X 67 D3CONTROLM200 (7.9)$40,313 5120200TDTRUCK1.520 26' 8" K2020D10026078*† W16 X 67 RAIL 60-105#$41,551 554430 26' 8" K2030D10026078*† W21 X 101$43,862 622278" 260 (10.2)40 26' 8" K2040D10026078*† W24 X 146 2 $44,145 6294RAIL 60-105#50 26' 8" K2050D10026078*† W24 X 176260TDTRUCK10'$44,431 636560 26' 8" K2060D10026078*† W27 X 217* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50† Hoist BrandW = World SeriesG = Global King260 (10.2)RAIL 105#3 $45,274 6456Note: List prices are based on 460/3/60 power.For all other voltages, refer to the Distributor CraneEstimator or CMCO Customer Service.**Note: Control Panels are shipped from the factory with the VFD speed set at 100 fpm. Instructions for setting other speeds are listed inside the ControlPanel cover. Speed setting must not exceed the speed that was requested at time of order. For more information, contact CMCO Customer Service.Kit Includes:1 pair end trucks with bumpers & <strong>girder</strong> connection plates1 pair bridge drive gear motors with DC brake1 NEMA 4/12 Plug & Play variable frequency bridge control panelwith mainline contactor and manual disconnect1 Standard cataloged World Series or Global King wire rope hoistand trolley2-speed hoist control2-speed trolley control“Plug & Play” Festoon cross conductors and pendant conductorsystems:Festoon pendant & Cross Conductor Systems (10' track length)1 trolley festoon tow arm1 pendant station and cable drop with plug1 main collector power connection cable (collector shoesand bus bar not included)2 bridge gear motor connection cables1 main collector pole8 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Rotating Axle Crane Kit*Bridge OptionsFor CMAA Class "C"NEMA 4X Enclosure Adders.................................... 1382Stainless SteelStrip Heater................................................................. 784(Non Hazardous areas only) Includes strip heaterswith thermostat in both hoist and bridge panels.For strip heater with thermostatin bridge panel ONLY..............................563Note: For motor strip heaters..... Consult FactoryWarning Horn.............................................................. 396Must specify method of activationWarning Light.............................................................. 661Must specify method of activationPendant Controlled Warning Horn............................ 567Radio Control - 1 Transmitter................................... 1329Easy plug in connectionIncludes 1 transmitter & 1 plug mounted receiverRadio Control - 2 Transmitters.................................. 1914Easy plug in connection(includes 2 transmitters & 1 plug mounted receiver)Radio Control Panel Connector.................................. 57for Customer Supplied Radio ControlIncludes Connector & Housing. P/N 11829302SPARK RESISTANT OPTIONSSpark Resistant Bronze Wheels/Rail Sweeps115 mm (4.5") Bronze Wheels (set of 4).................. 2796With rail sweeps (set of 4)........................................ 4106160 mm (6.3") Bronze Wheels (set of 4).................. 5351With rail sweeps (set of 4)........................................ 7022200 mm (7.9") Bronze Wheels (set of 4).................. 8834With rail sweeps (set of 4)...................................... 11302260 mm (10.2") Bronze Wheels (set of 4).............. 14767With rail sweeps (set of 4)...................................... 17563Common Hoist/Trolley Adders:Upper block operated control circuit limit switch........ 565Trolley Brake (NEMA 1 indoor use) AC motor mounteddisc type rated at 50% torque <strong>single</strong> traverse motorapplications for monorail hoist trolleys......................... 508Trolley Brake, NEMA 4.................................................. 705VFD Trolley for 200/230/460/3/60 or 380/3/50*Electromotive G+ Mini for 2HP or less............... Add 1123Electromotive G+ for 575/3/60, 3HP or less...... Add 1170*380/3/50 reduces speeds by 1/624 Volt Control System Standard is 115 volts........... 342Travel Limit Switch..................................................... 790Single Switch, Bi-Directional (Trip Dog by others) NEMA 4/12Disconnect Panel Adders:60 Amp Panel ........................................................ 237100 Amp Panel....................................................... 309Thermal Overload Relays.......................................... 212Pendant Drop(Adder or deduct from standard hoist drop - per ft.)... 4.40Bumpers No additional charge to increase bumper by 1 sizeFestoon Cross Arm J Clips for Girders with Channel Cap:P/N 451846J2 (up to 20' span)................................ 69P/N 451846J4 (20' to 40' span) ............................ 109P/N 451846J6 (40' to 60' span) ............................ 149Note: Some options will extend lead times.*Note: For hoist and trolley options, refer to the appropriate Hoist Price ListGear Reducers with adaptors for specialExplosion Proof/Spark Resistant Motors(Pricing does not include the special motors.Motors are priced on application – contact factory for pricing)115 mm (4.5") End Truck Gear Reducersfor .75 HP Motors (Qty 2 – P/N 45152101)............... 1693160 mm (6.3") End Truck Gear Reducersfor 1 HP Motors (Qty 2 – P/N 45152102).................. 1693200 mm (7.9”) End Truck Gear Reducersfor 1.5 HP Motors (Qty 2 – P/N 45152103)............... 1863HAND GEARED OPTIONSEach kit contains all the necessary parts* (excepthand chain) for spans up to 28'. For spans over 28',please refer to the additional parts list. Additionalparts are needed for each 8' span over the 28' span.KitNumberSize End TruckSchedule # YKITSPL-0312CustomerSuppliedCrossShaft SizeListPrice45257001 115 mm (4.5") Wheels 1 3/16" 137845257002 160 mm (6.3") Wheels 1 5/16" 186245257003200 mm (7.9") and260 mm (10.2") Wheels1 3/16" 2929Additional PartsPartNumber8282PRICES SUBJECT TO CHANGE WITHOUT NOTICE260 mm (10.2") End Truck Gear Reducersfor 2 HP Motors (Qty 2 – P/N 45152104).................. 2503260 mm (10.2") End Truck Gear Reducersfor 3 HP Motors(Qty 2 – P/N 45152105)................... 2503DescriptionHand Chain with link - 36' (approx. 18'of hand chain drop from hand chain wheel)Additional Hand Chain - per footQty needed for each8' over the 28' kit span1 needed per kit -All spansNeeded only if longer handchain drop is requiredListPrice8280 Coupling Kit for kit #45257001 - 1 3/16" 1 104904625Pillow Block Kit for kit #45257001& #45257003 - 1 3/16"2123.851 105912122 Coupling Kit for kit #45257002 - 1 5/16" 1 104912112 Pillow Block Kit for kit #45257002 - 1 5/16" 1 162*Note: Please refer to the Parts and Service Manual for a complete listing of all parts supplied in each kit.9


SPECIFICATIONSSERVICE CLASS: Meets the duty requirementsof CMAA Class C ServiceOPERATION: IndoorSINGLE & DOUBLE GIRDERTOP-RUNNINGROTATING AXLECOMPONENTSWHEELS: Flat Tread wheels hardenedto 300 - 350 BHNBUMPERS: Rubber Cylindrical typeTRAVERSE GEARING: Helical, heat-treated alloysteel, totally enclosed operating in an oil bathTRAVERSE BRAKE: Minimum 50% torque,DC disc typeTRAVERSE MOTOR: S-3 ratedwith Class F insulation. Single speedCONTROL: Variable frequency type.BEARINGS: Antifriction type throughout10 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Rotating Axle IndividualComponentsFor CMAA Class "C"This section contains individual <strong>single</strong> and <strong>double</strong> <strong>girder</strong> crane <strong>components</strong>. Pricing for the following <strong>components</strong> arefound in this section:End Trucks with Gear MotorsVariable Frequency Control PanelsRotating Axle, Top Running Tube-Frame End TruckCatalog Numbering SystemThe following end truck catalog numbering system makes ordering a pair of end trucks for a specific application easierand insures that you will receive exactly what you ordered.Example - Typical Double Girder TruckCatalog Number as Cataloged - Less OptionsExample:160TD105HD110160 T D 105 H D 1 10 —T T T T T T T T TE N D T R U C K SNote: Order acknowledgements will indicate thefirst 3 fields of your selected catalog number alongwith a description of your truck features:Example: 160TDTRUCKE N DCODE Wheel Diameter CODE End Truck Type CODE Application115 115 mm (4.5") T Top-Running S Single Girder160 160 mm (6.3") D Double Girder200 200 mm (7.9")260 260 mm (10.2")TCODE Rail040 40# Maximum105 60# - 105#R U CCODE Wheelbase CODE Gage CODE VoltageD 4' - 6" C 48" • 1 = 200/3/60E 5' - 0" D 54" • 2 = 208/3/60F 5' - 6" E 60" • 3 = 230/3/60G 6' - 0" F 66" • 4 = 460/3/60H 6' - 3" G 72" • 5 = 575/3/60J 6' - 6" H 75" • 6 = 380/3/50K 7' - 0" J 78"L 7' - 6" K 84"M 8' - 0" L 90"N 8' - 6" M 96"P 9' - 0" N 102"R 9' - 6" P 108"T 10' - 0" R 114"T 120"U 126"KCODE HP07 0.75 - (115 mm)10 1.0 - (160 mm)15 1.5 - (200 mm)20 2.0 - (260 mm @ 100 fpm)30 3.0 - (260 mm @ 150 fpm)Note: Not all combinations are possibleSCODE Bumper( Blank) Default1 R12 R23 R34 R45 R5Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE11


Rotating Axle IndividualComponentsFor CMAA Class "C"Top-Running Single Girder End Trucks with Gear MotorsTruck & DriveCatalog No.WheelDia.mm (in)AWheelbase(ft - in)MotorHpeachRailWt.lbs.ListPrice115TS040D*074-6448 $4,361115115TS040H*07 6-3 0.75529 $4,501(4.5)115TS040L*07 7-6 588 $4,60025 - 40#160TS040D*104-6634 $4,622160TS040H*10 6-3 748 $4,781160TS040L*10 160 7-6 829 $4,8951160TS105D*10 (6.3) 4-6634 $4,622160TS105H*10 6-3 60 - 105# 748 $4,781160TS105L*10 7-6 829 $4,895200TS040H*156-31076 $6,11325 - 40#200TS040L*15 200 7-6 1183 $6,2971.5200TS105H*15 (7.9) 6-31076 $6,11360 - 105#200TS105L*15 7-6 1183 $6,297260TS040H*206-31495 $7,72625 - 40#260TS040L*20 7-6 1615 $7,9672**260TS105H*20 6-31495 $7,72660 - 105#260TS105L*20 260 7-6 1615 $7,967260TS040H*30 (10.2) 6-31495 $8,09325 - 40#260TS040L*30 7-6 1615 $8,3343***260TS105H*30 6-31495 $8,09360 - 105#260TS105L*30 7-6 1615 $8,334One pair including:Bolt-on rail sweeps with rubber bumpersOne <strong>top</strong> and side-mounted <strong>girder</strong> connection plateOne pair of gear motors with DC disc brake8:1 Max Span:Wheel Base RatioFor Spanup to:Use WheelBase36 ft 4'6" = D40 ft 5'0" = E44 ft 5'6" = F48 ft 6'0"= G50 ft 6'3" = H52 ft 6'6" = J56 ft 7'0" = K60 ft 7'6" = L64 ft 8'0" = M68 ft 8'6" = N72 ft 9'0" = P76 ft 9'6" = R80 ft 10'0" = T84 ft 10'6" = U* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50All 60-105# wheels will fit the100# ASCE with 2-3/4" rail head.** Up to 100 fpm*** Up to 150 fpmWheel Base Adders:Wheel bases in 6" increments are available from a minimum of 4' - 6" to a maximum of 8' - 0".Add for wheel bases in-between cataloged wheel bases in 6" increments:115 mm (4.5") - add $39 per 6"160 mm (6.3") - add $46 per 6"200 mm (7.9") - add $74 per 6"260 mm (10.2") - add $96 per 6"Allowable Bending Moment(Heckroth/Westerhof 7/2009)115 mm = 332,000#/in160 mm = 534,000#/in200 mm = 917,000#/in260 mm = 1,187,000#/inDeduct for End Trucks without Connection Plates and Hand Holes:115 mm (4.5") - deduct $118160 mm (6.3") - deduct $147200 mm (7.9") - deduct $190260 mm (10.2") - deduct $204Must specify on order: “Without Connection Plates and Hand Holes.”12 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Rotating Axle IndividualComponentsFor CMAA Class "C"Top-Running Double Girder End Trucks with Gear MotorsTruck & DriveCatalog No.160TD040LD*10WheelDia.mm (in)AWheelbase(ft - in)Gage(ft - in)7 - 6 4 - 6MotorHpeachRailWt.lbs.ListPrice858 $5,667160TD040LE*10 7 - 6 5 - 0 858 $5,667160TD040PD*10 9 - 0 4 - 6 954 $5,803160TD040PE*10 9 - 0 5 - 0 954 $5,803160TD040PF*10 9 - 0 5 - 6 954 $5,803160TD040PG*10 9 - 0 6 - 0 954 $5,80325 - 40#160TD040PJ*10 9 - 0 6 - 6 954 $5,803160TD040TD*10 10 - 0 4 - 6 1018 $5,894160TD040TE*10 10 - 0 5 - 0 1018 $5,894160TD040TF*10 10 - 0 5 - 6 1018 $5,894160TD040TK*10 10 - 0 7 - 0 1018 $5,894160TD040TL*10 160 10 - 0 7 - 6 1018 $5,8941160TD105LD*10 (6.3) 7 - 6 4 - 6858 $5,667160TD105LE*10 7 - 6 5 - 0 858 $5,667160TD105PD*10 9 - 0 4 - 6 954 $5,803160TD105PE*10 9 - 0 5 - 0 954 $5,803160TD105PF*10 9 - 0 5 - 6 954 $5,803160TD105PG*10 9 - 0 6 - 0 954 $5,80360 - 105#160TD105PJ*10 9 - 0 6 - 6 954 $5,803160TD105TD*10 10 - 0 4 - 6 1018 $5,894160TD105TE*10 10 - 0 5 - 0 1018 $5,894160TD105TF*10 10 - 0 5 - 6 1018 $5,894160TD105TK*10 10 - 0 7 - 0 1018 $5,894160TD105TL*10 10 - 0 7 - 6 1018 $5,894200TD040LE*157 - 6 5 - 01220 $7,422200TD040PE*15 9 - 0 5 - 0 1334 $7,643200TD040PF*15 9 - 0 5 - 6 1334 $7,643200TD040PG*15 9 - 0 6 - 0 1334 $7,643200TD040PJ*15 9 - 0 6 - 6 25 - 40# 1334 $7,643200TD040TE*15 10 - 0 5 - 0 1440 $7,791200TD040TF*15 10 - 0 5 - 6 1440 $7,791200TD040TK*15 10 - 0 7 - 0 1440 $7,791200TD040TL*15 200 10 - 0 7 - 6 1440 $7,7911.5200TD105LE*15 (7.9) 7 - 6 5 - 01220 $7,422200TD105PE*15 9 - 0 5 - 0 1334 $7,643200TD105PF*15 9 - 0 5 - 6 1334 $7,643200TD105PG*15 9 - 0 6 - 0 1334 $7,643200TD105PJ*15 9 - 0 6 - 6 60 - 105# 1334 $7,643200TD105TE*15 10 - 0 5 - 0 1440 $7,791200TD105TF*15 10 - 0 5 - 6 1440 $7,791200TD105TK*15 10 - 0 7 - 0 1440 $7,791200TD105TL*15 10 - 0 7 - 6 1440 $7,791Allowable Bending Moment(Heckroth/Westerhof 7/2009)115 mm = 332,000#/in160 mm = 534,000#/in200 mm = 917,000#/in260 mm = 1,187,000#/inOne pair including:Bolt-on rail sweeps with rubber bumpersTwo <strong>top</strong> and side-mounted <strong>girder</strong> connection platesOne pair of gear motors with DC disc brake* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50Wheel Base Adders:Wheel bases in 6" increments are availablefrom a minimum of 7'-6" to a maximum of 12'-6".Add for wheel bases in-between cataloged wheelbases in 6" increments:160 mm (6.3") - add $46 per 6"200 mm (7.9") - add $74 per 6"260 mm (10.2") - add $96 per 6"Deduct for End Truckswithout Connection Plates and Hand Holes:160 mm (6.3") - deduct $295200 mm (7.9") - deduct $380Must specify on order: “Without Connection Platesand Hand Holes.”All 60-105# wheels will fit the100# ASCE with 2-3/4" rail head.Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE13


Rotating Axle IndividualComponentsFor CMAA Class CTop-Running Double Girder End Trucks with Gear MotorsTruck & DriveCatalog No.260TD040LE*20WheelDia.mm (in)AWheelbase(ft - in)Gage(ft - in)7 - 6 5 - 0MotorHpeachRailWt.lbs.ListPrice1504 $9,386260TD040PE*20 9 - 0 5 - 0 1828 $9,676260TD040PF*20 9 - 0 5 - 6 1828 $9,676260TD040PG*20 9 - 0 6 - 0 1828 $9,676260TD040PJ*20 9 - 0 6 - 6 25 - 40# 1828 $9,676260TD040TE*20 10 - 0 5 - 0 1924 $9,869260TD040TF*20 10 - 0 5 - 6 1924 $9,869260TD040TK*20 10 - 0 7 - 0 1924 $9,869260TD040TL*20 10 - 0 7 - 6 1924 $9,8692**260TD105LE*20 7 - 6 5 - 01504 $9,386260TD105PE*20 9 - 0 5 - 0 1828 $9,676260TD105PF*20 9 - 0 5 - 6 1828 $9,676260TD105PG*20 9 - 0 6 - 0 1828 $9,676260TD105PJ*20 9 - 0 6 - 6 60 - 105# 1828 $9,676260TD105TE*20 10 - 0 5 - 0 1924 $9,869260TD105TF*20 10 - 0 5 - 6 1924 $9,869260TD105TK*20 10 - 0 7 - 0 1924 $9,869260TD105TL*20 260 10 - 0 7 - 6 1924 $9,869260TD040LE*30 (10.2) 7 - 6 5 - 01578 $9,753260TD040PE*30 9 - 0 5 - 0 1842 $10,043260TD040PF*30 9 - 0 5 - 6 1842 $10,043260TD040PG*30 9 - 0 6 - 0 1842 $10,043260TD040PJ*30 9 - 0 6 - 6 25 - 40# 1842 $10,043260TD040TE*30 10 - 0 5 - 0 1938 $10,236260TD040TF*30 10 - 0 5 - 6 1938 $10,236260TD040TK*30 10 - 0 7 - 0 1938 $10,236260TD040TL*30 10 - 0 7 - 6 1938 $10,2363***260TD105LE*30 7 - 6 5 - 01578 $9,753260TD105PE*30 9 - 0 5 - 0 1842 $10,043260TD105PF*30 9 - 0 5 - 6 1842 $10,043260TD105PG*30 9 - 0 6 - 0 1842 $10,043260TD105PJ*30 9 - 0 6 - 6 60 - 105# 1842 $10,043260TD105TE*30 10 - 0 5 - 0 1938 $10,236260TD105TF*30 10 - 0 5 - 6 1938 $10,236260TD105TK*30 10 - 0 7 - 0 1938 $10,236260TD105TL*30 10 - 0 7 - 6 1938 $10,236One pair including:Bolt-on rail sweeps with rubber bumpersTwo <strong>top</strong> and side-mounted <strong>girder</strong> connection platesOne pair of gear motors with DC disc brake* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50** Up to 100 fpm*** Up to 150 fpmWheel Base Adders:Wheel bases in 6" increments are available froma minimum of 7' 6" to a maximum of 12' 6".Add for wheel bases in-between cataloged wheel basesin 6" increments:160 mm (6.3") - add $46 per 6"200 mm (7.9") - add $74 per 6"260 mm (10.2") - add $96 per 6"Deduct for End Truckswithout Connection Plates and Hand Holes:260 mm (10.2") - deduct $389Must specify on order: “Without Connection Platesand Hand Holes.”Allowable Bending Moment(Heckroth/Westerhof 7/2009)115 mm = 332,000#/in160 mm = 534,000#/in200 mm = 917,000#/in260 mm = 1,187,000#/inAll 60-105# wheels will fit the100# ASCE with 2-3/4" rail head.14 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Variable FrequencyBridge Control PanelsStandard (Non-Plug & Play) NEMA 4/12 with Built In DisconnectFor Bridge Traverse MotionsSpeed range up to 20:1 (in F.P.M.)Price Includes:Feature 1-3 hp* 5-10 hp† Electromotive Drive Type G+ Mini G+ MiniControl only CMAA Service Class C C - D (7.5 hp)Standard NEMA 4/12 Panel 20 W X 16 H X 8.5 D* 24 W X 20 H X 10.5 DControl Points 2-step, 3-step or 2-step & 3-step 2-step, 3-step & 5-stepinfinitely variableor 2-step & 3-step infinitely variableMainline Contactor 30 Amp 60 Amp*Control Transformer 115V / 75VA 115V / 75VADisconnect with Panel Mounted Handle 30 Amp 60 AmpExternal Dynamic Braking Resistor Yes YesFuses Yes YesHinge Point Horizontal at bottom of panel Horizontal at bottom of panelIncludes: DC Brake Relay (9 amp), Surge Suppression on Coil and Space Terminal Board (10 terminals)Max.TotalH.P.PowerSupply**Max. FullLoad AmpsCatalogNumber230 VCatalogNumber200 VListPrice***Wt.(lbs)PowerSupply**Max. FullLoad AmpsCatalogNumber460 V28 452314-22 452314-12 $2,3463.4 452314-42 $2,357200803 to 11 452314-23 452314-13 $2,412460 Volts4.8 452314-43 $2,526230550/60 HzVolts 17.5 452314-25 452314-15 $3,0868.6 452314-45 $3,20050/60 Hz1057 1/2 25 452313-27 452313-17 $4,217 14.8 452313-47 $4,449ListPrice***Wt.(lbs)80105† Note: Control Panels are shipped from the factory with the VFD speed set at 100 fpm. Instructions for setting other speeds are listedinside the Control Panel cover. Speed setting must not exceed the speed that was requested at time of order. For more information,contact CMCOCustomer Service.* 3 hp panel for 460 volts is 24 W X 20 H X 10.5 D. *Adding a 60 amp disconnect increases enclosure size to that of the 5-10 hp panel.** Please check the total amperage draw requirements for your crane application so the amperage limits of the mainline contactor and disconnectare not exceeded. Especially on 230 volt applications.*** Add 15% for approximate shipping weight.Note: For 575/3/60 power, add to Standard Variable Frequency Drive:2 hp: Add $965 List3 hp: Add $1,079 List5 hp: Add $795 List7 1/2 hp: Add $795 ListSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE15


Single Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.ForSpans Thru(ft-in)CatalogNumberWheelDia.mm (in)ACTUAL Wheel Load Chart -CAST IRON WHEELSWheelBase(ft-in)HpEachMotorWgt withgearmotors(lbs)Max. Allowable ACTUAL Wheel Loads (lbs.) ,P25# 30# 40# 60# 80#100 fpm 100 fpm 100 fpm 100 fpm 100 fpm36-0 115TS040D*074-6448 7100 7500 840011550-0 115TS040H*07 6-3 0.75 529 6800 7300 8100(4.5)60-0 115TS040L*07 7-6 588 6500 6900 730036-0 160TS040D*104-6634 10700 11400 1340050-0 160TS040H*10 6-3 748 10400 11100 1300060-0 160TS040L*10 160 7-6 829 10000 10700 11800136-0 160TS105D*10 (6.3) 4-6 634 1440050-0 160TS105H*10 6-3 748 1390060-0 160TS105L*10 7-6 829 1180036-0 200TS040D*154-692650-0 200TS040H*15 6-3 107613400 14300 1680060-0 200TS040L*15 200 7-6 1183 13300 14100 166001.536-0 200TS105D*15 (7.9) 4-6 926252002350050-0 200TS105H*15 6-3 1076 2440060-0 200TS105L*15 7-6 1183 2030036-0 260TS040D*2060-0 260TS040L*20 260 7-6 1615236-0 260TS105D*20 (10.2) 4-6 13284-6132850-0 260TS040H*20 6-3 149550-0 260TS105H*20 6-3 149517400 18500 2180030500 3270060-0 260TS105L*20 7-6 1615 26300* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50Table Actual Wheel Load Notes:The Maximum Actual Wheel Load, P is calculated using the actual dead loads and live loads due to thecrane and hoist and shall not exceed the Maximum Allowable Wheel Loads listed in the table. In somecases values in the table have been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimumtruck model for your specific application.Allowable Bending Moment(Heckroth/Westerhof 7/2009)115 mm = 332,000#/in160 mm = 534,000#/in200 mm = 917,000#/in260 mm = 1,187,000#/inContinued on next page16 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Single Girder Top RunningBridge ComponentsFor SpansThru (ft.)Assembly Number36 115TS040D*07WheelDiametermm (in)ACTUAL Wheel Load Chart - BRONZE WHEELSWheel Base(ft - in)Wgt withgearmotors(lbs)Max. Allowable ACTUAL Wheel Loads (lbs.), Pe25# 30# 40# 60# 80#100 fpm 100 fpm 100 fpm 100 fpm 100 fpm4 - 6 448 5800 6200 730045 115TS040H*07 115 (4.5) 6 - 3 529 5600 6000 700060 115TS040L*07 7 - 6 588 5400 5700 670036 160TS040D*104 - 6 634 8900 9400 1110050 160TS040H*10 6 - 3 748 8600 9100 1070060 160TS040L*10 7 - 6 829 8300 8800 10400160 (6.3)36 160TS105D*10 4 - 6 634 1440050 160TS105H*10 6 - 3 748 1390060 160TS105L*10 7 - 6 829 1180036 200TS040D*154 - 6 92650 200TS040H*15 6 - 3 107611100 11800 1380060 200TS040L*15 7 - 6 1183 11000 11600 13700200 (7.9)36 200TS105D*15 4 - 6 926208001940050 200TS105H*15 6 - 3 1076 2000060 200TS105L*15 7 - 6 1183 19200 2030036 260TS040D*204 - 6 132850 260TS040H*20 6 - 3 149560 260TS040L*20 7 - 6 1615260 (10.2)36 260TS105D*20 4 - 6 132850 260TS105H*20 6 - 3 149514400 15300 1800060 260TS105L*20 7 - 6 1615 263002520027000Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/inSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE17


Single Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.ForSpans Thru(ft-in)CatalogNumberWheelDia.mm (in)DURABILITY Wheel Load Chart -CAST IRON WHEELSWheelBase(ft-in)HpEachMotorWgt withgearmotors(lbs)36-0 115TS040D*074-644811550-0 115TS040H*07 6-3 0.75 529(4.5)60-0 115TS040L*07 7-6 58836-0 160TS040D*104-6Max. Allowable DURABILITY Wheel Loads (lbs.) ,Pe25# 30# 40# 60# 80#100 fpm 100 fpm 100 fpm 100 fpm 100 fpm6200 6600 730060-0 160TS040L*10 160 7-6 829 10400136-0 160TS105D*10 (6.3) 4-6 63463450-0 160TS040H*10 6-3 74850-0 160TS105H*10 6-3 7488600 910060-0 160TS105L*10 7-6 829 1040036-0 200TS040D*1560-0 200TS040L*15 200 7-6 11831.536-0 200TS105D*15 (7.9) 4-6 9264-692650-0 200TS040H*15 6-3 107650-0 200TS105H*15 6-3 10761070010700 11400 134001150018800 2010060-0 200TS105L*15 7-6 1183 1700036-0 260TS040D*2060-0 260TS040L*20 260 7-6 1615236-0 260TS105D*20 (10.2) 4-6 13284-6132850-0 260TS040H*20 6-3 149550-0 260TS105H*20 6-3 149514000 14800 1740024400 2620060-0 260TS105L*20 7-6 1615 22000* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50Table Actual Wheel Load Notes:The Maximum Equivalent Durability Wheel Load, Pe is calculated by adjusting the maximum actualwheel load, P, with the bridge wheel load service coefficient, Kwl as specified in CMAA Specification#74, 2004. Pe shall not exceed the maximum allowable durability wheel load listed in the table. In somecases values in the table have been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimumtruck model for your specific application.Allowable Bending Moment(Heckroth/Westerhof 7/2009)115 mm = 332,000#/in160 mm = 534,000#/in200 mm = 917,000#/in260 mm = 1,187,000#/inContinued on next page18 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Single Girder Top RunningBridge ComponentsFor SpansThru (ft.)Assembly Number36 115TS040D*07WheelDiametermm (in)DURABILITY Wheel Load Chart - BRONZE WHEELSWheel Base(ft - in)Wgt withgearmotors(lbs)4 - 6 44845 115TS040H*07 115 (4.5) 6 - 3 52960 115TS040L*07 7 - 6 58836 160TS040D*104 - 6 63450 160TS040H*10 6 - 3 74860 160TS040L*10 7 - 6 829160 (6.3)36 160TS105D*10 4 - 6 63450 160TS105H*10 6 - 3 748Max. Allowable DURABILITY Wheel Loads (lbs.), Pe25# 30# 40# 60# 80#100 fpm 100 fpm 100 fpm 100 fpm 100 fpm5100 5400 64007100 7500 890060 160TS105L*10 7 - 6 829 1010036 200TS040D*154 - 6 92650 200TS040H*15 6 - 3 107660 200TS040L*15 7 - 6 1183200 (7.9)36 200TS105D*15 4 - 6 92650 200TS105H*15 6 - 3 10768900 9400 1110060 200TS105L*15 7 - 6 1183 1640036 260TS040D*204 - 6 132850 260TS040H*20 6 - 3 149560 260TS040L*20 7 - 6 1615260 (10.2)36 260TS105D*20 4 - 6 132850 260TS105H*20 6 - 3 149511500 12200 1440060 260TS105L*20 7 - 6 1615 210001550020200115001660021600Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/inSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE19


Single Girder Top RunningBridge Components115 [4.5"] WHEEL END TRUCK DIMENSIONSMetric-mm [Inch]Truck & DriveCatalog NumberAWheelbase(ft-in)115TS040D*07 4 - 6115TS040H*07 6 - 3115TS040L*07 7 - 6Rail25 - 40#Dimensions shown are maximum, for estimating purposes only.* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"20 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Single Girder Top RunningBridge Components160 [6.3"] WHEEL END TRUCK DIMENSIONSMetric-mm [Inch]Truck & DriveCatalog NumberAWheelbase(ft-in)160TS040D*10 4 - 6160TS040H*10 6 - 3160TS040L*10 7 - 6160TS105D*10 4 - 6160TS105H*10 6 - 3160TS105L*10 7 - 6Rail25 - 40#60 - 105#Dimensions shown are maximum, for estimating purposes only.* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE21


Single Girder Top RunningBridge Components200 [7.9"] WHEEL END TRUCK DIMENSIONSMetric-mm [Inch]Truck & DriveCatalog NumberAWheelbase(ft-in)200TS040D*15 4 - 6200TS040H*15 6 - 3200TS040L*15 7 - 6200TS105D*15 4 - 6200TS105H*15 6 - 3200TS105L*15 7 - 6Rail25 - 40#60 - 105#Dimensions shown are maximum, for estimating purposes only.* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"22 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Single Girder Top RunningBridge Components260 [10.2"] WHEEL END TRUCK DIMENSIONSMetric-mm [Inch]Truck & DriveCatalog NumberAWheelbase(ft-in)RailMaximumBridge Speed260TS040D*20 4 - 6260TS040H*20 6 - 3260TS040L*20 7 - 6260TS105D*20 4 - 625 - 40#100 fpm2 HP DrivesDimensions shown are maximum, for estimating purposes only.260TS105H*20 6 - 360 - 105#260TS105L*20 7 - 6* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE23


Single Girder Top RunningBridge Components260 [10.2"] WHEEL END TRUCK DIMENSIONSMetric-mm [Inch]Truck & DriveCatalog NumberAWheelbase(ft-in)RailMaximumBridge Speed260TS040D*30 4 - 6260TS040H*30 6 - 325 - 40#Dimensions shown are maximum, for estimating purposes only.260TS040L*30 7 - 6260TS105D*30 4 - 6150 fpm3 HP Drives260TS105H*30 6 - 360 - 105#260TS105L*30 7 - 6* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"24 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.160 mm (6.3") Wheels - 30 - 40# RailFor SpansThru(ft-in)WheelBase(ft-in)Gage(ft-in)ASCE RailMax. AllowableDurability WheelLoad (lbs), Pe -Cast Iron WheelsMax. AllowableDurability WheelLoad (lbs), Pe -Bronze Wheels225 BhnCatalog NumberHP eachMotorWt. withGearmotors(lbs)52 - 6 7 - 663 - 0 9 - 070 - 0 10 - 052 - 6 7 - 663 - 0 9 - 070 - 0 10 - 04 - 6160TD040LD*105 - 0 160TD040LE*104 - 6 160TD040PD*105 - 0 160TD040PE*105 - 6 160TD040PF*106 - 0 160TD040PG*106 - 6 160TD040PJ*1030# 9100 75004 - 6 160TD040TD*105 - 0 160TD040TE*105 - 6 160TD040TF*106 - 0 160TD040TG*106 - 6 160TD040TJ*107 - 0 160TD040TK*107 - 6 160TD040TL*104 - 6160TD040LD*105 - 0 160TD040LE*104 - 6 160TD040PD*105 - 0 160TD040PE*105 - 6 160TD040PF*106 - 0 160TD040PG*106 - 6 160TD040PJ*1040# 10700 89004 - 6 160TD040TD*105 - 0 160TD040TE*105 - 6 160TD040TF*106 - 0 160TD040TG*106 - 6 160TD040TJ*107 - 0 160TD040TK*107 - 6 160TD040TL*10185895410188589541018Table Actual Wheel Load Notes:The Maximum Equivalent Durability Wheel Load, Pe is calculated by adjusting the maximum actual wheelload, P, with the bridge wheel load service coefficient, Kwl as specified in CMAA Specification #70, 2004.Pe shall not exceed the maximum allowable durability wheel load listed in the table. In some cases valuesin the table have been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimumtruck model for your specific application.Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/inSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE25


Double Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.160 mm (6.3”) Wheels - 60 - 80# RailFor SpansThru(ft-in)WheelBase(ft-in)Gage(ft-in)ASCE RailMax. AllowableDurability WheelLod (lbs), Pe -Cast Iron WheelsMax. AllowableDurability WheelLoad (lbs), Pe -Bronze Wheels225 BhnCatalog NumberHP eachMotorWt. withGearmotors(lbs)52 - 6 7 - 663 - 0 9 - 070 - 0 10 - 052 - 6 7 - 663 - 0 9 - 070 - 0 10 - 04 - 65 - 0160TD105LD*10160TD105LE*104 - 6 160TD105PD*105 - 0 160TD105PE*105 - 6 160TD105PF*106 - 0 160TD105PG*106 - 6 160TD105PJ*1060# 11500 115004 - 6 160TD105TD*105 - 0 160TD105TE*105 - 6 160TD105TF*106 - 0 160TD105TG*106 - 6 160TD105TJ*107 - 0 160TD105TK*107 - 6 160TD105TL*104 - 6160TD105LD*105 - 0 160TD105LE*104 - 6 160TD105PD*105 - 0 160TD105PE*105 - 6 160TD105PF*106 - 0 160TD105PG*106 - 6 160TD105PJ*1080# 11500 115004 - 6 160TD105TD*105 - 0 160TD105TE*105 - 6 160TD105TF*106 - 0 160TD105TG*106 - 6 160TD105TJ*107 - 0 160TD105TK*107 - 6 160TD105TL*10185895410188589541018Table Actual Wheel Load Notes:The Maximum Equivalent Durability Wheel Load, Pe is calculated by adjusting the maximum actual wheelload, P, with the bridge wheel load service coefficient, Kwl as specified in CMAA Specification #70, 2004.Pe shall not exceed the maximum allowable durability wheel load listed in the table. In some cases valuesin the table have been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimum truckmodel for your specific application.Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/in26 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.200 mm (7.9”) Wheels - 30 - 40# RailFor SpansThru(ft-in)WheelBase(ft-in)Gage(ft-in)ASCE RailMax. AllowableDurability WheelLod (lbs), Pe -Cast Iron WheelsMax. AllowableDurability WheelLoad (lbs), Pe -Bronze Wheels225 BhnCatalog NumberHP eachMotorWt. withGearmotors(lbs)52 - 6 7 - 6 5 - 0200TD040LE*1512205 - 0 200TD040PE*1563 - 0 9 - 05 - 6 200TD040PF*156 - 0 200TD040PG*1513346 - 6 200TD040PJ*155 - 0 30# 11400 9400200TD040TE*155 - 6 200TD040TF*1570 - 0 10 - 06 - 0 200TD040TG*156 - 6 200TD040TJ*1514407 - 0 200TD040TK*157 - 6 200TD040TL*151.552 - 6 7 - 6 5 - 0200TD040LE*15 12205 - 0 200TD040PE*1563 - 0 9 - 05 - 6 200TD040PF*156 - 0 200TD040PG*1513346 - 6 200TD040PJ*155 - 0 40# 13400 11100200TD040TE*155 - 6 200TD040TF*1570 - 0 10 - 06 - 0 200TD040TG*156 - 6 200TD040TJ*1514407 - 0 200TD040TK*157 - 6 200TD040TL*15Table Actual Wheel Load Notes:The Maximum Equivalent Durability Wheel Load, Pe is calculated by adjusting the maximum actual wheelload, P, with the bridge wheel load service coefficient, Kwl as specified in CMAA Specification #70, 2004.Pe shall not exceed the maximum allowable durability wheel load listed in the table. In some cases valuesin the table have been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimum truckmodel for your specific application.Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/inSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE27


Double Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.200 mm (7.9”) Wheels - 60 - 80# RailFor SpansThru(ft-in)WheelBase(ft-in)Gage(ft-in)ASCE RailMax. AllowableDurability WheelLod (lbs), Pe -Cast Iron WheelsMax. AllowableDurability WheelLoad (lbs), Pe -Bronze Wheels225 BhnCatalog NumberHP eachMotorWt. withGearmotors(lbs)52 - 6 7 - 6 5 - 0200TD105LE*1512205 - 0 200TD105PE*1563 - 0 9 - 05 - 6 200TD105PF*156 - 0 200TD105PG*1513346 - 6 200TD105PJ*155 - 0 60# 18800 15500200TD105TE*155 - 6 200TD105TF*1570 - 0 10 - 06 - 0 200TD105TG*156 - 6 200TD105TJ*1514407 - 0 200TD105TK*157 - 6 200TD105TL*151.552 - 6 7 - 6 5 - 0200TD105LE*15 12205 - 0 200TD105PE*1563 - 0 9 - 05 - 6 200TD105PF*156 - 0 200TD105PG*1513346 - 6 200TD105PJ*155 - 0 80# 20100 16600200TD105TE*155 - 6 200TD105TF*1570 - 0 10 - 06 - 0 200TD105TG*156 - 6 200TD105TJ*1514407 - 0 200TD105TK*157 - 6 200TD105TL*15Table Actual Wheel Load Notes:The Maximum Equivalent Durability Wheel Load, Pe is calculated by adjusting the maximum actual wheelload, P, with the bridge wheel load service coefficient, Kwl as specified in CMAA Specification #70, 2004.Pe shall not exceed the maximum allowable durability wheel load listed in the table. In some cases valuesin the table have been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimum truckmodel for your specific application.Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/in28 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.260 mm (10.2”) Wheels - 30 - 80# Rail with 2 HP Motor (100 fpm)For SpansThru(ft-in)WheelBase(ft-in)Gage(ft-in)ASCE RailMax. AllowableDurability WheelLod (lbs), Pe -Cast Iron WheelsMax. AllowableDurability WheelLoad (lbs), Pe -Bronze Wheels225 BhnCatalog NumberHP eachMotorWt. withGearmotors(lbs)63 - 0 9 - 070 - 0 10 - 063 - 0 9 - 070 - 0 10 - 063 - 0 9 - 070 - 0 10 - 063 - 0 9 - 070 - 0 10 - 05 - 05 - 6260TD040PE*20260TD040PF*206 - 0 260TD040PG*205 - 0 260TD040TE*2030# 14800 122005 - 6 260TD040TF*206 - 0 260TD040TG*206 - 6 260TD040TJ*207 - 0 260TD040TK*205 - 0260TD040PE*205 - 6 260TD040PF*206 - 0 260TD040PG*205 - 0 260TD040TE*2040# 17400 144005 - 6 260TD040TF*206 - 0 260TD040TG*206 - 6 260TD040TJ*207 - 0 260TD040TK*205 - 0260TD105PE*205 - 6 260TD105PF*206 - 0 260TD105PG*205 - 0 260TD105TE*2060# 24400 202005 - 6 260TD105TF*206 - 0 260TD105TG*206 - 6 260TD105TJ*207 - 0 260TD105TK*205 - 0260TD105PE*205 - 6 260TD105PF*206 - 0 260TD105PG*205 - 0 260TD105TE*2080# 26200 216005 - 6 260TD105TF*206 - 0 260TD105TG*206 - 6 260TD105TJ*207 - 0 260TD105TK*20218281924182819241828192418281924Table Actual Wheel Load Notes:The Maximum Equivalent Durability Wheel Load, Pe is calculated by adjusting the maximum actual wheelload, P, with the bridge wheel load service coefficient, Kwl as specified in CMAA Specification #70, 2004.Pe shall not exceed the maximum allowable durability wheel load listed in the table. In some cases valuesin the table have been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimum truckmodel for your specific application.Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/inSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE29


Double Girder Top RunningBridge ComponentsEND TRUCKSThe truck frame is manufactured from a <strong>single</strong> piece of ASTM A500 rectangular tube for maximum strength and minimum width.All trucks are provided with bolt on rail sweeps for ease of serviceability and cylindrical rubber bumpers mounted as standard.All wheels are flat tread design. Cast iron wheels are hardened to 300 - 350 BHN. Bronze wheels are 225 BHN. The flat tread designallows the wheels to run on either ASCE type rail or square bar. Wheel bearings provide a minimum of 5,000 hours of L-10 bearinglife. Maximum wheel load and bearing life are determined in accordance with CMAA Specification No. 74, dated 2004.260 mm (10.2”) Wheels - 30 - 80# Rail with 3 HP Motor (150 fpm)For SpansThru(ft-in)WheelBase(ft-in)Gage(ft-in)ASCE RailMax. AllowableDurability WheelLod (lbs), Pe -Cast Iron WheelsMax. AllowableDurability WheelLoad (lbs), Pe -Bronze Wheels225 BhnCatalog NumberHP eachMotorWt. withGearmotors(lbs)63 - 0 9 - 070 - 0 10 - 063 - 0 9 - 070 - 0 10 - 063 - 0 9 - 070 - 0 10 - 063 - 0 9 - 070 - 0 10 - 05 - 05 - 6260TD040PE*30260TD040PF*306 - 0 260TD040PG*305 - 0 260TD040TE*3030# 14800 122005 - 6 260TD040TF*306 - 0 260TD040TG*306 - 6 260TD040TJ*307 - 0 260TD040TK*305 - 0260TD040PE*305 - 6 260TD040PF*306 - 0 260TD040PG*305 - 0 260TD040TE*3040# 17400 144005 - 6 260TD040TF*306 - 0 260TD040TG*306 - 6 260TD040TJ*307 - 0 260TD040TK*305 - 0260TD105PE*305 - 6 260TD105PF*306 - 0 260TD105PG*305 - 0 260TD105TE*3060# 24400 202005 - 6 260TD105TF*306 - 0 260TD105TG*306 - 6 260TD105TJ*307 - 0 260TD105TK*305 - 0260TD105PE*305 - 6 260TD105PF*306 - 0 260TD105PG*305 - 0 260TD105TE*3080# 26200 216005 - 6 260TD105TF*306 - 0 260TD105TG*306 - 6 260TD105TJ*307 - 0 260TD105TK*30318421938184219381842193818421938Table Actual Wheel Load Notes:The Maximum Equivalent Durability Wheel Load, Pe is calculated by adjusting the maximum actual wheel load,P, with the bridge wheel load service coefficient, Kwl as specified in CMAA Specification #70, 2004. Pe shallnot exceed the maximum allowable durability wheel load listed in the table. In some cases values in the tablehave been adjusted due to bearing life and bending moment considerations.Verification of all truck selections using the CRANE ESTIMATOR is recommended to ensure optimum truckmodel for your specific application.Allowable Bending Moment115 mm 332,000#/in160 mm 534,000#/in200 mm 917,000#/in260 mm 1,187,000#/in30 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double Girder Top RunningBridge Components160 [6.3"] WHEEL END TRUCK DIMENSIONSMetric-mm [Inch]Truck & DriveCatalog NumberAWheel Base(ft-in)Gage(ft-in)160TD040LD*10 7 - 6 4 - 6160TD040LE*10 7 - 6 5 - 0160TD040PD*10 9 - 0 4 - 6160TD040PE*10 9 - 0 5 - 0160TD040PF*10 9 - 0 5 - 6160TD040PG*10 9 - 0 6 - 0160TD040PJ*10 9 - 0 6 - 6160TD040TD*10 10 - 0 4 - 6160TD040TE*10 10 - 0 5 - 0160TD040TF*10 10 - 0 5 - 6160TD040TG*10 10 - 0 6 - 0160TD040TJ*10 10 - 0 6 - 6160TD040TK*10 10 - 0 7 - 0160TD040TL*10 10 - 0 7 - 6160TD105LD*10 7 - 6 4 - 6160TD105LE*10 7 - 6 5 - 0160TD105PD*10 9 - 0 4 - 6160TD105PE*10 9 - 0 5 - 0160TD105PF*10 9 - 0 5 - 6160TD105PG*10 9 - 0 6 - 0160TD105PJ*10 9 - 0 6 - 6160TD105TD*10 10 - 0 4 - 6160TD105TE*10 10 - 0 5 - 0160TD105TF*10 10 - 0 5 - 6160TD105TG*10 10 - 0 6 - 0160TD105TJ*10 10 - 0 6 - 6160TD105TK*10 10 - 0 7 - 0160TD105TL*10 10 - 0 7 - 6Schedule # YKITSPL-0312Rail25 - 40#60 - 105#DriveHPPRICES SUBJECT TO CHANGE WITHOUT NOTICE1Dimensions shown are maximum, for estimating purposes only.* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"31


Double Girder Top RunningBridge Components200 [7.9"] WHEEL END TRUCK DIMENSIONSMetric-mm [Inch]Truck & DriveCatalog NumberAWheel Base(ft-in)Gage(ft-in)200TD040LE*15 7 - 6 5 - 0200TD040PE*15 9 - 0 5 - 0200TD040PF*15 9 - 0 5 - 6200TD040PG*15 9 - 0 6 - 0200TD040PJ*15 9 - 0 6 - 6200TD040TE*15 10 - 0 5 - 0200TD040TF*15 10 - 0 5 - 6200TD040TG*15 10 - 0 6 - 0200TD040TJ*15 10 - 0 6 - 6200TD040TK*15 10 - 0 7 - 0200TD040TL*15 10 - 0 7 - 6200TD105LE*15 7 - 6 5 - 0200TD105PE*15 9 - 0 5 - 0200TD105PF*15 9 - 0 5 - 6200TD105PG*15 9 - 0 6 - 0200TD105PJ*15 9 - 0 6 - 6200TD105TE*15 10 - 0 5 - 0200TD105TF*15 10 - 0 5 - 6200TD105TG*15 10 - 0 6 - 0200TD105TJ*15 10 - 0 6 - 6200TD105TK*15 10 - 0 7 - 0200TD105TL*15 10 - 0 7 - 6Rail25 - 40#60 - 105#DriveHP1.5Dimensions shown are maximum, for estimating purposes only.* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"32 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double Girder Top RunningBridge Components260 [10.2"] WHEEL END TRUCK DIMENSIONSWith 2 HP Gear MotorMetric-mm [Inch]Truck & DriveCatalog NumberAWheel Base(ft-in)Gage(ft-in)260TD040LE*20 7 - 6 5 - 0260TD040PE*20 9 - 0 5 - 0260TD040PF*20 9 - 0 5 - 6260TD040PG*20 9 - 0 6 - 0260TD040PJ*20 9 - 0 6 - 6260TD040TE*20 10 - 0 5 - 0260TD040TF*20 10 - 0 5 - 6260TD040TG*20 10 - 0 6 - 0260TD040TJ*20 10 - 0 6 - 6260TD040TK*20 10 - 0 7 - 0260TD040TL*20 10 - 0 7 - 6260TD105LE*20 7 - 6 5 - 0260TD105PE*20 9 - 0 5 - 0260TD105PF*20 9 - 0 5 - 6260TD105PG*20 9 - 0 6 - 0260TD105PJ*20 9 - 0 6 - 6260TD105TE*20 10 - 0 5 - 0260TD105TF*20 10 - 0 5 - 6260TD105TG*20 10 - 0 6 - 0260TD105TJ*20 10 - 0 6 - 6260TD105TK*20 10 - 0 7 - 0260TD105TL*20 10 - 0 7 - 6Schedule # YKITSPL-0312Rail25 - 40#60 - 105#DriveHPPRICES SUBJECT TO CHANGE WITHOUT NOTICE2Dimensions shown are maximum, for estimating purposes only.* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"33


Double Girder Top RunningBridge Components260 [10.2"] WHEEL END TRUCK DIMENSIONSWith 3 HP Gear MotorMetric-mm [Inch]Truck & DriveCatalog NumberAWheel Base(ft-in)Gage(ft-in)260TD040LE*30 7 - 6 5 - 0260TD040PE*30 9 - 0 5 - 0260TD040PF*30 9 - 0 5 - 6260TD040PG*30 9 - 0 6 - 0260TD040PJ*30 9 - 0 6 - 6260TD040TE*30 10 - 0 5 - 0260TD040TF*30 10 - 0 5 - 6260TD040TG*30 10 - 0 6 - 0260TD040TJ*30 10 - 0 6 - 6260TD040TK*30 10 - 0 7 - 0260TD040TL*30 10 - 0 7 - 6260TD105LE*30 7 - 6 5 - 0260TD105PE*30 9 - 0 5 - 0260TD105PF*30 9 - 0 5 - 6260TD105PG*30 9 - 0 6 - 0260TD105PJ*30 9 - 0 6 - 6260TD105TE*30 10 - 0 5 - 0260TD105TF*30 10 - 0 5 - 6260TD105TG*30 10 - 0 6 - 0260TD105TJ*30 10 - 0 6 - 6260TD105TK*30 10 - 0 7 - 0260TD105TL*30 10 - 0 7 - 6Rail25 - 40#60 - 105#DriveHP3Dimensions shown are maximum, for estimating purposes only.* Power Supply• 1 = 200/3/60 • 2 = 208/3/60 • 3 = 230/3/60• 4 = 460/3/60 • 5 = 575/3/60 • 6 = 380/3/50**Float not included, CMAA recommends ¾" - 1"34 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Crane ComponentsStandard (Non-Plug & Play) NEMA 4/12 Variable Frequency Control PanelsThe control panel includes mainline contactor, in-door manual disconnect, 115-volt control circuit with fused secondary, terminal strip,bridge fusing. Controls are housed in a NEMA 4/12 panel hinged horizontal at the bottom. Push-button is not included. The mainlinecontactor and disconnect are rated for 30 amps in panels through 5 hp and 60 amps in panels rated for 7.5-10 hp. The control transformersare rated for 300 VA in all panels.For Max.total H.P.2NEMA 4/12 Non-Plug & Play VFD Control Panels - Electromotive VFDVoltsDrive SizeCatalogNumber452314-123 452314-13200 volts5 452314-157.5 452313-172452314-223 452314-23230 volts G+ Mini5 452314-257.5 452313-2723 380 to 460452314-435 volts452314-457.5 452313-47WeightPanel Dimensions (in)A B C80 20 16 8.5105 24 20 10.580 20 16 8.5105 24 20 10.5452314-42 80 20 16 8.5105 24 20 10.5Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE35


Crane ComponentsBUMPERSFOR SINGLE OR DOUBLE GIRDER, TOP RUNNING, ROTATING AXLE END TRUCKSSTANDARD AND OPTIONAL RUBBER BUMPER SIZESRotating <strong>axle</strong> trucks include a default bumper in the price for the most common application's, however, it is recommended thatyou verify the suitability of the default bumper for your specific application. This can be accomplished by referring to the followinginformation on pages 32-34.Truck WheelDiametermm (in)Rotating Axle Top-Running TrucksApplicationDefaultBumperAvailableBumpers115 (4.5) Single Girder R1 R1, R2, SPEC115 (4.5) Double Girder R1 R1, R2, SPEC160 (6.3) Single Girder R2 R1, R2, R3, SPEC160 (6.3) Double Girder R3 R2, R3, SPEC200 (7.9) Single Girder R3 R2, R3, R4, SPEC200 (7.9) Double Girder R4 R3, R4, R5, SPEC260 (10.2) Single Girder R3 R3, R4, SPEC260 (10.2) Double Girder R4 R3, R4, R5, SPECBumperE.A.C.Bumper DimensionsDia.(in)Length(in) "D" "E"R1 38 1.6 1.38 1.3R2 75 2.0 1.68 1.6R3 145 2.5 2.12 2.0R4 290 3.2 2.62 2.5R5 578 4.0 3.36 3.2R6 1155 5.0 4.16 4.0R7 2310 6.4 5.24 5.0R8 4550 8.0 6.64 6.40.080.120.160.24Dimensions:“C” is the Diameter“D” is the Bumper Length“E” is the Base Plate36 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Crane ComponentsDETERMINATION OF BUMPER SIZESWhen determining the size of a bumper for a crane, trolley, hoist or other moving equipment, the magnitude of the energy to bes<strong>top</strong>ped, expressed in foot-pounds (ft.-lbs.) must be established.This energy is a function of the weight of the equipment and the travel speed at which impact occurs, expressed in ft. - lbs.The second consideration is the deceleration, expressed in ft./sec. 2OSHA (spec. 1910/179), CMAA (spec. NO70, as amended) and other agencies have established MINIMUM guidelines for deceleratingand s<strong>top</strong>ping cranes.They are:FOR THE CRANE BRIDGE: OSHAThe bumpers, usually two, must be large enough to absorb the impact energy (ft.-lbs.) at 40% of full speed. Deceleration must notexceed 3.0 ft. sec. 2 at 20% of full speed.You may decide that this minimum protection is not sufficient for your equipment and substitute CMAA or your own higher speedvalues. The following steps to determine bumper size in conjunction with our energy absorption, deflection and maximum force curveswill allow you to calculate bumper size.The final force curve will show you the load imposed upon your structure to which the bumper is mounted.ENERGY CALCULATION FOR BRIDGESD= Traveling bridge span in feet.= Load to support distance in feet.VB = Maximum traveling bridge speed in feet per minuteWB = Bridge only weightWT = Trolley & Hoist only weightDETERMINATION OF TRAVELING BRIDGE BUMPER SIZE (OSHA)1. Determine the traveling bridge weight less load (WB), and trolley weight (WT) in pounds from manufacturers specifications.2. With the trolley against its s<strong>top</strong>s at the end of the traveling bridge, determine the minimum distance (D) in feet from the center ofgravity of the trolley to the centers of the traveling bridge bumpers. Use manufacturers specifications if available.3. Determine the distance (S) in feet between the traveling bridge bumpers.4. Determine the traveling bridge maximum speed (VB) in feet per minute from manufacturers specifications.5. Determine the traveling bridge energy (BE) at impact at 40% of full speed by using.[ ](0.4 x VB) 2WBWT x DBE 40% = BE = x + WT — = ft.-lbs.2318406. Select a bumper (from the bumper dimension chart on page 70) with an energy absorption capacity (E.A.C) equal or greater thanBE calculated in Step 5.2SSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE37


Crane Components7. In a similar manner calculate the energy (ft.-lbs.) at 20% full speed.(0.2 x VB) 2WBWT x DBE 20% BE = = x + WT — = ft.-lbs.231840With your calculated energy absorption requirement (ft.-lbs.), from step 7, enter the diagram’s left upper corner on a line whichrepresents the chosen bumper size.Interpolate and pinpoint the energy requirement "BE" on this line and draw a vertical line down until you intersect the curve in theleft diagram.From this intersection draw a horizontal line to the left and to the right.[ ]Where the left line intersects with the chosen bumper line the deflection (DE in inches) for your deceleration calculation is shown.Where the line intersects with the curve in the right diagram draw another line straight up until you again intersect with your chosenbumper (size) line.You can read your maximum force on the point of intersection, (tonnes) at 20%.2SProceed: 1 - 2 - 3 BE Metric TonsDE8. Determine deceleration (a) by using:DECELERATION REQUIREMENT FOR BRIDGE (OSHA)DE (deflection) in inches will be found on the deflection scale of the maximum force diagram for the bumper selected in step 6 andthe energy absorption determined in step 7.The result of this calculation must be 3.0 ft. sec. 2 or less.(0.2 x VB) 2a = = ft.sec. 2600 x DE38 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


ESTIMATEDGIRDER SELECTIONSFORSINGLE GIRDERANDDOUBLE GIRDERTOP-RUNNING CRANESSPECIFICATIONSFOR INDIVIDUAL DRIVESUS TONSMETRIC TONSSchedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE39


Single GirderBridge Beam SelectionSingle Girder Top Running & UnderhungMotor Driven Estimated Bridge Beam SelectionsFor U.S. tons and Metric tonsBased on 40' lift for 1 ton and 20' lift for 2 and 3 ton World Series & Global King hoistsAll data based on 25' lift hoists and dead weightsas shown for 5-15 ton World Series & Global King hoistsThe following <strong>girder</strong> selection charts were developed based on the following assumptions;1. Section designation is in accordance with AISC.2. Beam sizes listed are American wide flange (W) and channel (C) sections.3. Use ASTM A572 grade 50 steel, first quality, free of rust and excessive mill scale4. The bridge is designed in accordance with CMAA Specification 74, revised 2000 and is based on the following assumptions:RatedLoad(tons)Hoist plusTrolleyDead Load(lbs)US tonsTrolleyWheelDiameter(in)AllowableFlangeWidth(in)MaximumAllowableFlangeThickness(in)1 625 3-3/4 4-5/8 - 14 1-1/82 700 3-3/4 4-5/8 - 14 1-1/83 700 3-3/4 4-5/8 - 14 1-1/85 900 4 4-5/8 - 20 1-5/87½ 1750 6 6 - 20 1-5/810 1750 6 6 - 20 1-5/815 2830 7 8 - 20 1-3/4RatedLoad(metrictons)Hoist plusTrolleyDead Load(kg)Metric tonsTrolleyWheelDiameter(mm)AllowableFlangeWidth(mm)MaximumAllowableFlangeThickness(mm)1 284 95 118 - 355 292 318 95 118 - 355 293 318 95 118 - 355 295 409 102 117 - 508 417½ 794 152 152 - 508 4110 794 152 152 - 508 4115 1284 177 203 - 508 45DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15 and .1 respectivelyAssumed additional dead load (for cross conductors) is 10 lbs./ft. (4.5 kg/ft)The bridge is assumed to be an indoor bridge5. If any of the above assumptions are exceeded, contact the factory for beam selection.6. No additional loading such as footwalks, platforms, cabs, machinery, etc., is allowed.7. Beam substitution is allowed by going to an increased span, but not by going to an increased load.40 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Single GirderBridge Beam SelectionSingle Girder Top Running & UnderhungMotor Driven Estimated Bridge Beam SelectionsFor U.S. tonsSpanThru(ft)WFSectionWFSectionWFSectionSpanThru(ft)WFSectionWFSectionWFSection1 ton Rated Load with 40' Lift Hoist2 ton Rated Load with 20' Lift Hoist202224262830W10X26W10X26W10X30W10X30W12X35W12X35W12X26W12X26W12X30W12X30W14X38W14X38W14X26W10X30W14X30W10X33W10X39W12X40202224262830W10X30W14X34W12X35W12X40W14X43W14X48W12X30W12X35W14X38W14X43W12X45W12X50W10X33W16X36W12X40W12X45W14X48W16X50323436384042444648505254565860W12X40W12X40W14X43W14X48W14X53W14X53W14X61W16X67W16X67W16X67W18X76W18X76W18X86W18X86W18X97W14X43W14X43W14X48W12X53W16X57W14X61W16X67W14X68W18X76W18X76W16X77W18X86W18X97W18X97W21X101W12X45W12X45W12X50W14X53W18X60W18X65W14X68W14X74W16X77W16X77W18X86W16X89W16X100W21X101W24X104323436384042444648505254565860W14X48W14X53W14X61W16X67W16X67W16X67W18X76W18X76W18X86W18X86W18X97W18X97W21X101W21X111W21X111W14X53W18X60W18X65W14X68W14X74W18X76W16X77W16X77W16X89W18X97W21X101W21X101W21X111W24X117W24X117W18X55W14X61W16X67W18X71W18X76W16X77W18X86W18X86W18X97W16X100W24X104W24X104W24X117W21X122W21X1223 ton Rated Load with 20' Lift Hoist202224262830W12X35W12X40W14X43W14X48W14X48W14X53W14X38W14X43W12X45W12X50W14X53W18X60W12X40W12X45W16X45W16X50W18X55W14X613234363840W14X61W16X67W16X67W16X67W18X76W18X65W14X68W18X76W18X76W16X77W16X67W18X71W16X77W16X77W18X864244464850W18X76W18X86W18X86W18X97W21X101W18X86W18X97W18X97W21X101W24X104W16X89W16X100W16X100W24X104W18X1065254565860W21X101W21X111W21X122W21X122W24X131W21X111W24X117W24X131W24X131W21X132W24X117W21X122W21X132W21X132W24X146Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE41


Single GirderBridge Beam SelectionSingle Girder Top Running & UnderhungMotor Driven Estimated Bridge Beam SelectionsFor U.S. tonsSpanThru(ft)WFSectionWFSectionWFSectionSpanThru(ft)WFSectionWFSectionWFSection5 ton Rated Load with 25' Lift Hoist7½ ton Rated Load with 25' Lift Hoist202224262830W16X50W14X53W16X57W18X65W16X67W18X76W14X53W18X55W18X60W16X67W14X68W16X77W18X55W16X57W21X62W14X68W18X71W14X82202224262830W18X65W18X65W18X71W16X77W18X86W18X86W21X68W18X71W21X73W21X83W16X89W16X89W18X71W21X73W14X74W24X84W21X93W21X933234363840W18X76W18X76W18X86W18X86W18X97W16X77W16X77W16X89W18X97W21X101W21X83W18X86W18X97W16X100W24X1043234363840W18X97W18X97W21X101W21X101W21X111W16X100W21X101W24X104W21X111W24X117W21X101W24X104W18X106W24X117W21X1224244464850W18X97W21X101W21X111W21X111W21X122W21X101W21X111W24X117W24X117W24X131W24X104W24X117W21X122W21X122W21X1324244464850W21X122W21X122W21X132W24X146W24X146W24X131W24X131W24X146W27X146W27X146W21X132W21X132W27X146W21X147W27X1615254565860W24X131W24X146W24X146W24X146W27X161W21X132W27X146W27X146W27X161W24X162W24X146W21X147W21X147W24X162W30X1735254565860W27X161W27X161W30X173W24X176W30X191W24X162W24X162W24X176W27X178W24X192W30X173W30X173W27X178W30X191W27X19410 ton Rated Load with 25' Lift Hoist15 ton Rated Load with 25' Lift Hoist202224262830W21X83W21X83W16X89W21X93W16X100W18X106W24X84W16X89W21X93W24X94W27X102W21X111W16X89W21X93W24X94W18X97W24X103W27X114202224262830W24X103W18X119W18X119W27X129W27X129W27X129W18X119W27X129W27X129W18X130W18X130W18X130W12X120W18X130W18X130W21X132W30X132W18X1433234363840W18X106W24X117W21X122W21X122W24X131W21X111W18X119W27X129W24X131W21X132W24X117W21X122W18X130W21X132W24X1463234363840W18X143W24X146W21X147W27X161W27X161W24X146W21X147W27X161W24X162W24X162W21X147W36X160W24X162W21X166W30X1734244464850W24X146W24X146W27X161W27X161W24X162W27X146W27X146W24X162W24X162W30X173W21X147W27X161W21X166W30X173W24X1764244464850W24X162W24X176W30X191W30X191W27X194W30X173W27X178W24X192W27X194W30X211W24X176W30X191W27X194W33X201W40X2155254565860W24X176W30X191W30X191W27X194W30X211W27X178W24X192W27X194W30X211W27X217W30X191W27X194W33X201W40X215W33X2215254565860W30X211W27X217W27X235W30X235W36X260W27X217W27X235W30X235W40X244W30X261W33X221W30X235W33X241W27X258W33X26342 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Single GirderBridge Beam SelectionSingle Girder Top Running & UnderhungMotor Driven Estimated Bridge Beam SelectionsFor Metric tonsSpanThru(ft)WFSectionWFSectionWFSectionSpanThru(ft)WFSectionWFSectionWFSection1 metric tons Rated Load with 25' Lift Hoist2 metric tons Rated Load with 25' Lift Hoist202224262830W10X26W10X26W10X30W10X30W12X35W12X40W12X26W12X26W12X30W10X33W14X38W16X40W8X28W10X30W10X33W14X34W10X39W14X43202224262830W10X30W12X35W14X38W12X40W14X43W14X48W12X30W14X38W12X40W14X43W12X45W12X53W10X33W10X39W16X40W12X45W14X48W14X533234363840W12X40W14X43W14X48W14X48W14X53W14X43W12X45W12X50W14X53W18X60W12X45W14X48W12X53W16X57W14X613234363840W14X53W14X61W14X61W16X67W16X67W16X57W18X65W18X65W18X71W18X76W18X60W16X67W16X67W21X73W16X774244464850W14X61W16X67W16X67W16X67W16X67W18X65W14X68W14X74W18X76W18X76W16X67W18X71W18X76W16X77W16X774244464850W16X67W18X76W18X76W18X86W18X86W18X76W16X77W18X86W18X97W18X97W16X77W18X86W16X89W16X100W21X1015254565860W18X76W18X86W18X86W18X86W18X97W16X77W16X89W18X97W18X97W21X101W18X86W18X97W16X100W21X101W24X1045254565860W18X97W21X101W21X101W21X111W21X122W21X101W24X104W21X111W24X117W24X131W24X104W18X106W24X117W21X122W21X1323 metric tons Rated Load with 25' Lift Hoist202224262830W14X38W14X43W14X43W14X48W14X53W14X61W16X40W12X45W12X45W12X53W16X57W18X65W14X43W16X45W14X48W14X53W18X60W16X673234363840W16X67W16X67W16X67W18X76W18X76W14X68W14X74W18X76W16X77W16X77W18X71W18X76W16X77W18X86W18X864244464850W18X86W18X86W18X97W18X97W21X101W16X89W18X97W21X101W21X101W21X111W18X97W16X100W24X104W24X104W24X1175254565860W21X111W21X111W21X122W21X122W21X132W24X117W24X117W24X131W24X131W24X146W21X122W21X122W21X132W21X132W27X146Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE43


Double GirderBridge Beam SelectionDouble Girder Top Running Motor DrivenEstimated Bridge Beam SelectionsFOR U.S. TONSAll Data Based on 25' & 40' Lift World Series & Global King HoistsThe following <strong>girder</strong> selection charts were developed based on the following assumptions;1. Section designation is in accordance with AISC.2. Beam sizes listed are American wide flange (W) and channel (C) sections.3. Use ASTM A572 grade 50 steel, first quality, free of rust and excessive mill scale4. The bridge is designed in accordance with CMAA Specification 74, revised 2000 and is based on the following assumptions:US tonsMetric tonsRated Load(tons)57½1015Lift (ft)Gage (in)Hoist plusTrolleyDead Load(lbs)25 54 156040 66 168025 60 231540 78 253525 60 231540 78 253525 66 331040 78 3500RatedLoad(metric tons)57.5101520Lift (m)Gage (mm)Hoistplus TrolleyDead Load(kg)7.62 1371.6 70812.19 1676.4 7627.62 1524 105012.19 1981.2 11507.62 1524 105012.19 1981.2 11507.62 1676.4 150112.19 1981.2 15885.08 1676.4 16338.13 1981.2 17242016' - 8" 66 360026' - 8" 78 3800DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15 and .1 respectivelyAssumed additional dead load (for cross conductors) is 10 lbs./ft. (4.5 kg/ft)The bridge is assumed to be an indoor bridge5. If any of the above assumptions are exceeded, contact the factory for beam selection.6. No additional loading such as footwalks, platforms, cabs, machinery, etc., is allowed.7. Beam substitution is allowed by going to an increased span, but not by going to an increased load.44 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double GirderBridge Beam SelectionDouble Girder Top Running Motor DrivenEstimated Bridge Beam Selections FOR U.S. TONSAll Data Based on 25' & 40' Lift World Series & Global King HoistsSpanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)WSpanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)W5 TON RATED LOAD 25'-0" LIFT W.S./G.K. 5 TON RATED LOAD 40'-0" LIFT W.S./G.K.20 W12X35 W12X40 W16X40 20 W12X40 W12X45 W14X4322 W12X40 W14X43 W12X45 22 W12X45 W14X43 W14X4824 W12X45 W14X43 W14X48 24 W14X43 W14X48 W16X5026 W12X53 W14X48 W14X53 26 W14X48 W14X53 W16X5728 W14X48 W14X53 W16X57 28 W14X61 W18X60 W18X6530 W14X53 W14X61 W16X67 30 W14X61 W16X67 W18X6532 W14X61 W14X68 W16X67 32 W14X68 W16X67 W18X7134 W14X68 W16X67 W14X74 34 W16X67 W16X77 W18X7636 W16X67 W18X76 W14X74 36 W16X67 W16X77 W18X7638 W16X67 W16X77 W18X76 38 W16X77 W18X76 W18X8640 W16X77 W18X76 W18X86 40 W16X89 W18X76 W18X8642 W16X77 W16X89 W18X86 42 W16X89 W18X86 W18X9744 W16X89 W18X86 W18X97 44 W16X100 W18X86 W18X9746 W16X89 W18X86 W18X97 46 W16X100 W18X97 W21X10148 W16X100 W18X97 W21X101 48 W18X97 W21X101 W24X10450 W18X97 W21X101 W24X104 50 W21X62 C12X20.7 W18X106 W21X11152 W18X106W21X62C12X20.7W21X111 52 W21X111 W24X117 W24X55 C15X33.954 W21X111 W24X117 W24X55 C15X33.9 54 W18X119 W21X122 W24X55 C15X33.956 W18X119 W21X122 W24X55 C15X33.9 56 W24X62 C15X33.9 W18X119 W21X12258 W18X119 W21X122 W24X55 C15X33.9 58 W24X62 C15X33.9 W24X131 W18X13060 W21X132 W18X130 W24X55 C15X33.9 60 W24X68 C15X33.9 W18X143 W24X146Spanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)WSpanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)W7 1/2 TON RATED LOAD 25'-0" LIFT W.S./G.K. 7 1/2 TON RATED LOAD 40'-0" LIFT W.S./G.K.20 W12X53 W14X43 W14X48 20 W12X50 W14X43 W14X4822 W14X48 W14X53 W18X55 22 W14X48 W14X53 W16X5724 W14X53 W16X57 W18X60 24 W14X53 W16X57 W18X6026 W14X61 W16X67 W18X65 26 W14X61 W16X67 W18X6528 W14X68 W16X67 W18X71 28 W14X68 W16X67 W18X7130 W16X67 W16X77 W18X76 30 W16X67 W16X77 W18X7632 W16X67 W16X77 W18X76 32 W16X67 W16X77 W18X7634 W16X77 W18X76 W18X86 34 W16X77 W18X76 W18X8636 W16X89 W18X76 W18X86 36 W16X89 W18X76 W18X8638 W16X89 W18X86 W18X97 38 W16X100 W18X86 W18X9740 W16X100 W18X86 W18X97 40 W16X100 W18X86 W18X9742 W18X97 W21X101 W24X104 42 W18X97 W21X101 W24X10444 W18X106 W21X101 W24X104 44 W18X106 W21X101 W24X10446 W18X106 W21X101 W21X111 46 W21X111 W24X117 W24X55 C15X33.948 W21X111 W24X117 W24X55 C15X33.9 48 W21X111 W24X117 W24X55 C15X33.950 W21X122 W18X130 W24X55 C15X33.9 50 W24X62 C15X33.9 W21X122 W18X13052 W24X62 C15X33.9 W18X130 W24X131 52 W24X68 C15X33.9 W21X122 W24X13154 W24X68 C15X33.9 W21X132 W24X131 54 W24X68 C15X33.9 W21X132 W18X14356 W24X68 C15X33.9 W18X143 W24X146 56 W24X76 C15X33.9 W24X146 W27X14658 W24X76 C15X33.9 W24X146 W27X146 58 W21X147 W24X146 W27X84 C15X33.960 W21X147 W27X161 W27X84 C15X33.9 60 W21X147 W27X161 W27X84 C15X33.9Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE45


Double GirderBridge Beam SelectionDouble Girder Top Running Motor DrivenEstimated Bridge Beam Selections FOR U.S. TONSAll Data Based on 25' & 40' Lift World Series & Global King HoistsSpanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)WSpanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)W10 TON RATED LOAD 25’-0” LIFT W.S./G.K. 10 TON RATED LOAD 40’-0” LIFT W.S./G.K.20 W14X53 W16X57 W12X58 20 W14X53 W16X57 W12X5822 W14X61 W16X67 W18X65 22 W14X61 W16X67 W18X6524 W14X68 W16X67 W18X71 24 W14X68 W16X67 W18X7126 W16X67 W18X71 W14X74 26 W16X67 W18X76 W14X7428 W16X67 W16X77 W18X76 28 W16X67 W16X77 W18X7630 W16X77 W18X76 W18X86 30 W16X77 W18X76 W18X8632 W16X89 W18X76 W18X86 32 W16X89 W18X76 W18X8634 W16X100 W18X86 W18X97 34 W16X100 W18X86 W18X9736 W16X100 W18X86 W18X97 36 W18X86 W18X97 W21X10138 W18X97 W21X101 W24X104 38 W18X97 W21X101 W24X10440 W18X106 W21X101 W24X104 40 W18X106 W21X101 W24X10442 W18X119 W21X111 W24X117 42 W18X119 W21X111 W24X11744 W21X111 W21X122 W24X117 44 W21X111 W21X122 W24X11746 W24X68 C15X33.9 W21X122 W24X131 46 W24X68 C15X33.9 W21X122 W24X13148 W24X68 C15X33.9 W21X122 W24X131 48 W24X68 C15X33.9 W21X122 W24X13150 W24X76 C15X33.9 W21X132 W24X131 50 W24X76 C15X33.9 W21X132 W24X14652 W24X146 W27X146 W27X84 C15X33.9 52 W24X146 W27X146 W27X84 C15X33.954 W24X146 W27X146 W27X84 C15X33.9 54 W21X147 W24X146 W27X84 C15X33.956 W21X147 W27X161 W27X84 C15X33.9 56 W24X162 W27X161 W27X84 C15X33.958 W24X162 W27X161 W27X84 C15X33.9 58 W24X162 W27X161 W27X84 C15X33.960 W24X162 W30X173 W27X84 C18X42.7 60 W24X176 W30X173 W27X84 C18X42.7Spanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)WSpanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)W15 TON RATED LOAD 25’-0” LIFT W.S./G.K. 15 TON RATED LOAD 40’-0” LIFT W.S./G.K.20 W14X68 W16X67 W21X73 20 W14X68 W16X67 W21X7322 W16X67 W16X77 W18X76 22 W16X67 W16X77 W18X7624 W16X77 W18X76 W21X83 24 W16X77 W18X76 W21X8326 W16X89 W18X76 W18X86 26 W16X89 W18X76 W18X8628 W16X100 W18X86 W18X97 28 W16X100 W18X86 W18X9730 W18X97 W21X101 W24X104 30 W18X97 W21X101 W24X10432 W18X106 W21X101 W24X104 32 W18X106 W21X101 W24X10434 W21X101 W21X111 W24X104 34 W21X101 W21X111 W24X10436 W21X111 W21X122 W24X117 36 W21X111 W21X122 W24X11738 W21X111 W21X122 W24X117 38 W21X111 W21X122 W24X11740 W21X122 W21X132 W24X131 40 W21X122 W21X132 W24X13142 W21X132 W24X131 W24X146 42 W21X132 W24X131 W24X14644 W24X146 W27X146 W27X84 C15X33.9 44 W24X146 W27X146 W27X84 C15X33.946 W24X146 W27X146 W27X84 C15X33.9 46 W24X146 W27X146 W27X84 C15X33.948 W24X146 W27X161 W27X84 C15X33.9 48 W24X146 W27X161 W27X84 C15X33.950 W24X162 W27X161 W27X94 C15X33.9 50 W24X162 W27X161 W27X94 C15X33.952 W24X162 W30X173 W30X99 C15X33.9 52 W24X162 W30X173 W30X99 C15X33.954 W27X178 W24X176 W30X99 C18X42.7 54 W27X178 W24X176 W30X99 C18X42.756 W24X176 W30X191 W30X99 C18X42.7 56 W24X176 W30X191 W30X99 C18X42.758 W24X192 W30X191 W30X99 C18X42.7 58 W24X192 W30X191 W30X99 C18X42.760 W27X194W30X108C18X42.7W24X207 60 W24X207 W27X194 W30X108 C18X42.746 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double GirderBridge Beam SelectionDouble Girder Top Running Motor DrivenEstimated Bridge Beam Selections FOR U.S. TONSAll Data Based on 25' & 40' Lift World Series & Global King HoistsSpanthru (ft)(50 KSI)W(50 KSI)W(50 KSI)WSpanthru (ft)(50 KSI)W(50 KSI)W20 TON RATED LOAD 16'-8" LIFT W.S. / G.K. 20 TON RATED LOAD 26'-8" LIFT W.S. / G.K.(50 KSI)W20 W16X67 W16X77 W18X76 20 W16X67 W16X77 W18X7622 W16X77 W18X76 W18X86 22 W16X77 W18X76 W18X8624 W16X89 W18X76 W18X86 24 W16X89 W18X76 W18X8626 W18X86 W18X97 W21X101 26 W18X86 W18X97 W21X10128 W18X106 W21X101 W24X104 28 W18X106 W21X101 W24X10430 W21X101 W21X111 W24X104 30 W21X101 W21X111 W24X10432 W21X111 W21X122 W24X117 32 W21X111 W21X122 W24X11734 W21X111 W21X122 W24X117 34 W21X111 W21X122 W24X13136 W21X122 W21X132 W24X131 36 W21X122 W21X132 W24X13138 W24X131 W24X146 W27X146 38 W24X131 W24X146 W27X14640 W24X146 W27X146W27X84C15X33.940 W24X146 W27X146W27X84C15X33.942 W24X146 W27X146W27X84C15X33.942 W24X146 W27X146W27X84C15X33.944 W24X162 W27X161W27X94C15X33.944 W24X162 W27X161W27X94C15X33.946 W24X162 W27X161W30X99C15X33.946 W24X162 W27X161W30X99C15X33.948 W24X176 W30X173W30X99C18X42.748 W24X176 W30X173W30X99C18X42.750 W27X178 W24X176W30X99C18X42.750 W27X178 W24X176W30X99C18X42.752 W24X192 W30X19154 W27X194W30X116C18X42.756 W27X217 W30X21158 W27X217 W30X21160 W27X217W33X118C18X51.9W30X108C18X42.752 W24X192 W30X191W24X207 54 W27X194W33X118C18X42.7W33X118C18X45.8W30X116C18X42.756 W27X217 W30X21158 W27X217 W33X221W30X235 60 W27X217W33X118C18X51.9W30X108C18X42.7W24X207W33X118C18X42.7W33X118C18X45.8W30X235Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE47


Double GirderBridge Beam SelectionDouble Girder Top Running Motor DrivenEstimated Bridge Beam Selections FOR METRIC TONSAll Data Based on 25' & 40' Lift World Series & Global King HoistsSpan thru(ft)(50 KSI)W(50 KSI)W(50 KSI)WSpan thru(ft)(50 KSI)W(50 KSI)W(50 KSI)W5 METRIC TON RATED LOAD 25'-0" LIFT W.S./G.K. 5 METRIC TON RATED LOAD 40'-0" LIFT W.S./G.K.20 W12X40 W14X43 W12X45 20 W12X40 W14X43 W12X4522 W14X43 W12X45 W14X48 22 W14X43 W14X48 W12X5024 W14X43 W14X48 W16X50 24 W14X48 W14X53 W18X5526 W14X48 W14X53 W16X57 26 W14X53 W16X57 W18X6028 W14X53 W18X60 W14X61 28 W14X61 W18X65 W16X6730 W14X61 W18X65 W16X67 30 W16X67 W14X68 W18X7132 W16X67 W14X68 W18X71 32 W16X67 W14X74 W18X7634 W16X67 W14X74 W18X76 34 W16X67 W18X76 W16X7736 W16X67 W18X76 W16X77 36 W18X76 W16X77 W18X8638 W18X76 W16X77 W18X86 38 W18X76 W16X77 W18X8640 W18X76 W16X77 W18X86 40 W18X86 W16X89 W18X9742 W18X86 W16X89 W18X97 42 W18X86 W18X97 W16X10044 W18X86 W16X89 W18X97 44 W18X97 W16X100 W21X10146 W18X97 W16X100 W21X101 46 W18X97 W21X101 W24X10448 W18X97 W21X101 W24X104 48 W21X101 W18X106 W21X11150 W21X101 W18X106 W21X111 50 W18X106 W21X111 W24X11752 W18X106 W21X111 W24X117 52 W24X117 W18X119 W21X12254 W18X119 W21X122 W18X130 54 W21X122 W18X130 W24X13156 W18X119 W21X122 W18X130 56 W18X130 W24X131 W21X13258 W18X130 W24X131 W21X132 58 W21X132 W18X143 W24X14660 W18X130 W21X132 W18X143 60 W18X143 W24X146 W27X146Span thru(ft)(50 KSI)W(50 KSI)W(50 KSI)WSpan thru(ft)(50 KSI)W(50 KSI)W(50 KSI)W7 1/2 METRIC TON RATED LOAD 25'-0" LIFT W.S./G.K. 7 1/2 METRIC TON RATED LOAD 40'-0" LIFT W.S./G.K.20 W14X43 W14X48 W12X53 20 W14X43 W14X48 W12X5322 W14X48 W14X53 W16X57 22 W14X48 W14X53 W16X5724 W18X60 W14X61 W18X65 24 W14X61 W18X65 W16X6726 W16X67 W14X68 W18X71 26 W16X67 W14X68 W18X7128 W16X67 W14X74 W18X76 28 W16X67 W14X74 W18X7630 W16X67 W18X76 W16X77 30 W16X67 W18X76 W16X7732 W18X76 W16X77 W18X86 32 W18X76 W16X77 W18X8634 W18X76 W18X86 W16X89 34 W18X76 W18X86 W16X8936 W18X86 W16X89 W18X97 36 W18X86 W16X89 W18X9738 W18X86 W18X97 W16X100 38 W18X86 W18X97 W16X10040 W18X97 W21X101 W24X104 40 W18X97 W21X101 W24X10442 W18X97 W21X101 W24X104 42 W21X101 W24X104 W18X10644 W21X101 W18X106 W21X111 44 W21X101 W21X111 W24X11746 W21X111 W24X117 W18X119 46 W21X111 W24X117 W18X11948 W21X122 W18X130 W24X131 48 W21X122 W18X130 W24X13150 W21X122 W18X130 W24X131 50 W21X122 W24X131 W21X13252 W24X131 W21X132 W18X143 52 W24X131 W21X132 W18X14354 W21X132 W24X146 W27X146 54 W21X132 W24X146 W27X14656 W24X146 W27X146 W21X147 56 W24X146 W27X146 W21X14758 W21X147 W27X161 W24X162 58 W21X147 W27X161 W24X16260 W27X161 W24X162 W21X166 60 W27X161 W24X162 W21X16648 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


Double GirderBridge Beam SelectionSpanthru(ft)(50 KSI)WDouble Girder Top Running Motor DrivenEstimated Bridge Beam Selections FOR METRIC TONSAll Data Based on 25' & 40' Lift World Series & Global King Hoists(50 KSI)W(50 KSI)WSpanthru(ft)(50 KSI)W(50 KSI)W(50 KSI)W10 METRIC TON RATED LOAD 25'-0" LIFT W.S./G.K. 10 METRIC TON RATED LOAD 40'-0" LIFT W.S./G.K.20 W14X53 W16X57 W18X60 20 W14X53 W16X57 W18X6022 W14X61 W18X65 W16X67 22 W14X61 W18X65 W16X6724 W16X67 W14X68 W18X71 24 W16X67 W18X71 W14X7426 W16X67 W18X76 W16X77 26 W16X67 W18X76 W16X7728 W18X76 W16X77 W21X83 28 W18X76 W16X77 W18X8630 W18X76 W18X86 W16X89 30 W18X76 W18X86 W16X8932 W18X86 W16X89 W18X97 32 W18X86 W18X97 W16X10034 W18X86 W18X97 W16X100 34 W18X86 W18X97 W16X10036 W18X97 W21X101 W24X104 36 W18X97 W21X101 W24X10438 W21X101 W24X104 W18X106 38 W21X101 W24X104 W18X10640 W21X101 W21X111 W24X117 40 W21X101 W21X111 W24X11742 W21X111 W24X117 W21X122 42 W21X111 W24X117 W21X12244 W21X122 W18X130 W24X131 44 W21X122 W24X131 W21X13246 W21X122 W24X131 W21X132 46 W21X122 W24X131 W21X13248 W24X131 W21X132 W24X146 48 W24X131 W21X132 W24X14650 W21X132 W24X146 W27X146 50 W24X146 W27X146 W21X14752 W24X146 W27X146 W21X147 52 W24X146 W27X146 W21X14754 W27X161 W24X162 W21X166 54 W27X161 W24X162 W21X16656 W27X161 W24X162 W21X166 56 W27X161 W24X162 W21X16658 W24X162 W21X166 W30X173 58 W24X162 W30X173 W24X17660 W24X176 W27X178 W21X182 60 W24X176 W27X178 W21X182Spanthru(ft)(50 KSI)WSchedule # YKITSPL-0312(50 KSI)W(50 KSI)WPRICES SUBJECT TO CHANGE WITHOUT NOTICESpanthru(ft)(50 KSI)W(50 KSI)W(50 KSI)W15 METRIC TON RATED LOAD 25'-0" LIFT W.S./G.K. 15 METRIC TON RATED LOAD 40'-0" LIFT W.S./G.K.20 W16X67 W18X71 W14X74 20 W16X67 W18X71 W14X7422 W16X67 W18X76 W16X77 22 W16X67 W18X76 W16X7724 W18X76 W16X77 W18X86 24 W18X76 W16X77 W18X8626 W18X76 W18X86 W16X89 26 W18X76 W18X86 W16X8928 W18X86 W18X97 W16X100 28 W18X86 W18X97 W16X10030 W18X97 W21X101 W24X104 30 W18X97 W21X101 W24X10432 W21X101 W24X104 W21X111 32 W21X101 W24X104 W21X11134 W21X101 W21X111 W24X117 34 W21X101 W21X111 W24X11736 W21X111 W24X117 W21X122 36 W21X111 W24X117 W21X12238 W21X122 W24X131 W21X132 38 W21X122 W24X131 W21X13240 W24X131 W21X132 W24X146 40 W24X131 W21X132 W24X14642 W24X146 W27X146 W21X147 42 W24X146 W27X146 W21X14744 W24X146 W27X146 W27X161 44 W24X146 W27X146 W27X16146 W24X146 W27X161 W24X162 46 W24X146 W27X161 W24X16248 W27X161 W24X162 W30X173 48 W27X161 W24X162 W30X17350 W24X162 W30X173 W24X176 50 W24X162 W30X173 W24X17652 W24X176 W27X178 W30X191 52 W24X176 W27X178 W30X19154 W24X176 W30X191 W24X192 54 W24X176 W30X191 W24X19256 W30X191 W24X192 W27X194 56 W30X191 W24X192 W27X19458 W27X194 W24X207 W30X211 58 W27X194 W24X207 W30X21160 W30X211 W27X217 W33X221 60 W30X211 W27X217 W33X22149


Double GirderBridge Beam SelectionDouble Girder Top Running Motor DrivenEstimated Bridge Beam Selections FOR METRIC TONSAll Data Based on 25' & 40' Lift World Series & Global King HoistsSpan thru(ft)(50 KSI)W(50 KSI)W(50 KSI)WSpan thru(ft)(50 KSI)W(50 KSI)W(50 KSI)W20 METRIC TON RATED LOAD 16'-8" LIFT W.S. / G.K. 20 METRIC TON RATED LOAD 26'-8" LIFT W.S. / G.K.20 W18X76 W16X77 W21X83 20 W18X76 W16X77 W21X8322 W18X76 W18X86 W16X89 22 W18X76 W18X86 W16X8924 W18X86 W18X97 W16X100 24 W18X86 W18X97 W16X10026 W18X97 W21X101 W24X104 26 W18X97 W21X101 W24X10428 W21X101 W24X104 W21X111 28 W21X101 W24X104 W21X11130 W21X101 W21X111 W24X117 30 W21X101 W21X111 W24X11732 W21X111 W24X117 W21X122 32 W21X111 W24X117 W21X12234 W21X122 W24X131 W21X132 34 W21X122 W24X131 W21X13236 W24X131 W21X132 W24X146 36 W24X131 W21X132 W24X14638 W24X146 W27X146 W21X147 38 W24X146 W27X146 W21X14740 W24X146 W27X146 W27X161 40 W24X146 W27X146 W27X16142 W27X161 W24X162 W30X173 42 W27X161 W24X162 W30X17344 W27X161 W24X162 W30X173 44 W27X161 W24X162 W30X17346 W30X173 W24X176 W27X178 46 W30X173 W24X176 W27X17848 W24X176 W27X178 W30X191 48 W24X176 W27X178 W30X19150 W30X191 W24X192 W27X194 50 W30X191 W24X192 W27X19452 W27X194 W33X201 W24X207 52 W27X194 W33X201 W24X20754 W30X211 W40X215 W27X217 54 W30X211 W40X215 W27X21756 W30X211 W27X217 W33X221 56 W30X211 W27X217 W33X22158 W27X217 W36X230 W27X235 58 W27X217 W36X230 W27X23560 W27X235 W30X235 W33X241 60 W27X235 W30X235 W33X24150 PRICES SUBJECT TO CHANGE WITHOUT NOTICE Schedule # YKITSPL-0312


CMCO TERMS1% 10 days/Net 30 days from date of invoice.Freight – All shipments of Columbus McKinnon (CMCO) products are F.O.B. manufacturing plant or warehouse, and title or risk of loss shall pass to the customer upondelivery to the carrier, regardless of who pays the shipping cost. Shipping charges will be prepaid and allowed on any order (excluding noted models below*) when the ordertotals at least 500 pounds; providing such orders are for one shipment to one destination within the continental United States. Carrier and routing will be at the discretionof Columbus McKinnon Corporation. Small orders will not be accumulated to meet total freight requirements for prepaid freight. “Add to” orders will be considered neworders and will not be included with orders already placed. If Columbus McKinnon makes partial shipment on an order originally meeting freight prepayment requirement,Columbus McKinnon will absorb transportation charges on all shipments applying to that order. Parcel post shipments will be insured at customer’s expense, but customeris responsible for placing a valuation upon such shipments for insurance purposes. Shipments that do not meet the freight allowed criteria will be made on a prepaid andadd basis unless otherwise specified by customer. Requests for collect or third party bill shipments must specify the carrier.* The following products do not qualify for 500 lbs. freight allowance: Cady, Chester Hoists, Electrification, Jib Cranes, LodeRail (including accessory items),Powerstar, and all Wire Rope Hoists and Crane Components Products.* For Channel Partners who are eligible to purchase hoist and crane parts, freight is prepaid and allowed on orders totaling $2,500.00 or more.Minimum order for finished models – Net US $100.00 Distributor CostDiscounts are subject to change without notice.PRICES MAY BE SUBJECT TO ADDITIONAL SURCHARGE AT TIME OF ORDERCMCO NORTH AMERICAN HOIST & RIGGINGRETURN AND ORDER CANCELLATION POLICY Effective January 3, 2012Restocking and Order Cancellation Charges:35% Charge – If no offsetting order20% Charge – If accompanied by an offsetting order equaling 125%of the original net product value (before charges)Special Product Returns and Cancellation Requests:Engineered or non-stock products specifically designed for unique applications and notclassified by CMCO as standard packaged products cannot be cancelled or returned forcredit. Any down-payments already submitted toward these orders may be forfeited.If the costs incurred by CMCO exceed the charges noted above, additional chargeswill be incurred by the customer.Authorization to return any material to CMCO for credit must have prior approval.Approval including a Return Goods Number (RGN) must be obtained from CMCOCustomer Service. All requests for authorization to return are valid for 30 days fromthe date of issuance of the RGN.The material must be returned to the destination specified by CMCO with the ReturnGoods Authorization visibly displayed on the outside of the carton, preferably onthe shipping label. Unauthorized return of material may be refused and if returnedwithout permission the channel partner may be liable for delivery, storage and returnfreight charges.All Materials must be returned to CMCO on a prepaid transportations charge basis.Collect shipments will be refused.General Product Returns:Standard products up to one (1) year old can be returned for credit. The originalP.O. information must accompany request for return. Credit will be based on originalpurchase price, less a restocking charge, and any necessary reconditioning costs. Allproducts must be unused and in the original carton and in salable (as received) condition.Channel partner is responsible for return freight. Minimum return value is $100.00.Requests for return must be coordinated through your CMCO Field Sales Manager.Regardless of initial return approval, in cases where reconditioning, inspection,retesting, repackaging or special handling is required, returned goods accepted forcredit are subject to a handling charge to cover those costs.Stock Adjustment/Slow Moving Inventory Returns:a) Hoist Units, Accessories, and Rigging Product Returns:All channel partners will have the ability to exercise a <strong>single</strong> stock adjustment returnwithout a restocking charge as long as that product meets the conditions below. Forparticipants in the “Partners In Performance” (PIP) program, the frequency of returnsand the offsetting order requirements vary based on the channel partner’s level statusof Platinum, Gold, or Bronze. Consult the program guide or contact your CMCO ChannelSales Manager for further details.General Return Frequency and Offsetting Order Parameters:For Platinum channel partnersFor Gold channel partnersFor Bronze channel partners4 Returns/year and restock charge waivedwith 110% offsetting order value2 Returns/year and restock charge waivedwith 115% offsetting order value1 Return/year and restock charge waivedwith 120% offsetting order valueFor Non-PIP channel partners 1 Return/year and restock charge waivedwith 150% offsetting order valueb) Hoist Parts Returns:Qualified Channel Partners may return slow moving hoist parts inventory, followingthe same guidelines as noted above with regard to frequency and requirements towaive restocking charges. The maximum return allowed each year will be no morethan 10% of the Distributor’s total hoist parts purchases from CMCO’s previous fiscalyear (April through March).Parts returned need to be clean, free of corrosion, and in good salable (as received)condition. Those parts that are not currently active or are obsolete will not be allowedfor return. All parts need to be bagged and identified with the part number, and onlyhoist parts that are stocked by CMCO, with a unit list price of over $10.00, may bereturned. The invoice number and the invoice date should be shown for each itembeing returned. If the invoice number and date cannot be supplied or determined byCMCO, no credit will be allowed. Once a parts return request is initiated, CMCO willprovide a template which must be completed to obtain all required information forthe parts being returned, and allow for the RGN to be generated.c) Load Chain Returns:Load Chain is eligible for return under the same general terms as noted above, plusthe following conditions: Chain must be in standard lengths, as defined by CMCO, andin good salable condition. All pieces must be tagged with the part number and lengthof the chain. A packing list must be filled out with the number of pieces by size andreturned along with the product. Starter pieces will not be accepted for credit. Anyload chain that is not of standard length, is not clearly marked with identification andis more than 1 year old will not be accepted for credit.Schedule # YKITSPL-0312PRICES SUBJECT TO CHANGE WITHOUT NOTICE51


Schedule # YKITSPL-0312Prices effective March 19, 2012All prices are F.O.B. originPhone: 800.888.0985Fax: 716.689.5644330.424 3126www.cmworks.com© 2012 Columbus McKinnon Corporation. All Rights Reserved.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!