ASSEMBLY INSTRUCTION MANUAL - Yale Crane Hoist and Manuals/Yale Crane...Runway rails must be ......
Transcript of ASSEMBLY INSTRUCTION MANUAL - Yale Crane Hoist and Manuals/Yale Crane...Runway rails must be ......
ASSEMBLYINSTRUCTION
MANUAL
DOUBLE GIRDER TOP RUNNING BRIDGESWITH
INDIVIDUAL MOTOR DRIVEN ANDHAND GEARED TRUCKS
Rated Loads;1 thru 25 tons / 2000 thru 50000 lbs.1 thru 25 tonnes / 1000 thru 25000 kg.
Follow all instructions and warnings in building this bridge
The building of any bridge presents some risk of personal injury or property damage. That risk is greatly increased if properinstructions and warnings are not followed. Before starting construction the builder should become thoroughly familiar withall warnings, instructions and recommendations in this manual.
Retain this manual for future reference and use.
October, 2004 COPYRIGHT 2004, COLUMBUS MCKINNON CORPORATION PART NO. 113533-87
2
TO BUILD TOP RUNNINGDOUBLE GIRDER CRANE BRIDGES
THE INFORMATION CONTAINED IN THIS MANUAL IS FORINFORMATIONAL PURPOSES ONLY AND THEMANUFACTURER DOES NOT WARRANT OR OTHERWISEGUARANTEE (IMPLIEDLY OR EXPRESSLY) ANYTHINGOTHER THAN THE COMPONENTS MANUFACTURED ANDASSUMES NO LEGAL RESPONSIBILITY (INCLUDING, BUTNOT LIMITED TO CONSEQUENTIAL DAMAGES) FORINFORMATION CONTAINED IN THIS MANUAL.
GENERAL
The assembly and manufacturing instructions in this manual arefor use in conjunction with the manufacturers componentsidentified by Catalog numbers listed under the two types ofdrives covered by this manual on pages 15 and 16.
Although the supplied components are designed to conformwith the requirements of CMAA 70, Specification for Top RunningBridge & Gantry Type Multiple Girder Electric Overhead TravelingCranes and ANSI B30.2, Safety Standard for Overhead andGantry Cranes, it is the installers responsibility to assure that thefinished crane assembly complies in total with all applicablelocal, state and national codes and standards including thosementioned herein. On a hand powered crane with an electrichoist, a fused safety disconnect switch should be provided andmounted on the bridge near the main collectors. Crane wiringshould be done by a licensed electrician and be in accordancewith the National Electric Code (ANSI/NFPA 70).
The crane bridges described in this manual are intended fornormal indoor service. Bridges to be used for outdoor or unusualservice require special consideration.
This manual illustrates specific configurations for the range ofcoverage shown, specifically from 10 foot thru 60 foot spans andup to and including 25 tonne capacity. Minor deviations to theconfigurations shown (such as shaft bearing spacing, shaftlengths, etc.) may be made providing that any changes and/oralterations to those shown, be performed only by a properlyqualified person. The manufacturer accepts no responsibility forany altered bridge configurations.
Material listed by catalog numbers on pages 15 and 16 areapplicable only to crane configurations outlined in this manual,specifically limited to a maximum rated load of 25 tonnes and amaximum span of 60 feet.
Cataloged end trucks listed on page 15 will accommodate railsizes from 25# thru 85#.
RUNWAYS: Runway beams on which these cranes willoperate must be amply strong to support crane bridge,hoisting equipment, and rated load. Runway rails must belevel and parallel within ±1/8”. Rail joints must be smoothand held firmly in alignment either by bolted splice bars orwelding. Rails should be securely fastened to runway beam.
MATERIAL TO BE PURCHASED LOCALLY TO COMPLETE A CRANE BRIDGE
STRUCTURAL STEEL: All structural steel should be first qual-ity, free from rust and excessive mill scale, and conform toASTM A 36 Standard Specification for Structural Steel.
For the drawing identifying all dimensions, material sizes, loca-tion of cross shafting, brackets, etc.; refer to the following chart:
Bridge Assembly Page
Individual Drive 9Hand Powered 10
NON-FACTORY AUTHORIZATIONS OR MODIFICATIONOF EQUIPMENT AND USE OF NON-FACTORY REPAIRPARTS CAN LEAD TO DANGEROUS OPERATION ANDINJURY.
TO AVOID INJURY:• Do not alter or modify equipment without factory
authorization.• Do use only factory provided replacement parts.
WARNING
3
BRIDGE BEAMS: For each rated load, span and type of bridgeselect bridge beam size from the tables shown on pages 17 thru28.
The beam which is selected to be used for the bridge girder mustbe straight with flanges parallel to each other and flanges 90degrees to the web. See Figure 1 below.
SHOWING CORRECT BEAM SELECTION 11953
NOTICE
A. All of the tables used in selection of structural steel beamshave been produced by our engineering department using wellestablished design guides for this type of crane bridge. IT ISIMPORTANT THAT ALL INSTRUCTIONS BE FOLLOWED ANDTHAT RECOMMENDED COMPONENT APPLICATION LIMITSNOT BE EXCEEDED.
B. Assembly of beam and channel requires welding. IT ISEXTREMELY IMPORTANT TO THE SAFETY OF THIS BRIDGETHAT THIS WELDING BE DONE BY A COMPETENT WELLTRAINED WELDER. It is our strong recommendation that thewelder used in this construction be qualified as prescribed bythe American Welding Society (AWS) Specification for WeldingIndustrial and Mill Cranes D14.1 - latest issue.
FABRICATION OF GIRDER FOR BRIDGEBEAM WITH CAPPING CHANNEL
Refer to Figure 2. Place channel on supports as shown in StepI. The beam is sighted for camber and placed with camber indirection shown in Step II. Weld one end of the channel to thebeam. Clamp, with “C” clamps, the channel to the beam flange.Provide sufficient “C” clamps so as to hold the channel in contactwith the beam.
Figure 2.
12725C
Figure 1.
4
Weld in accordance with the weld information given, starting atone end, staggering the weld from side to side, proceeding tothe opposite end of the channel without interruption. It isimportant to stagger the weld from side to side in order to retainbeam straightness. After welding, draw a taut string from end toend of beam as shown. Beam should either be parallel to stringor have some camber. Camber should not exceed 1/888 ofspan.
FABRICATION OF GIRDER FOR BRIDGEBEAM WITH VERTICAL PLATE
Refer to Figure 3. Place beam on supports as shown in Step I.The beam is sighted for camber and placed with camber indirection shown in Step II. Place plate vertically against theflanges of the girder and tack weld the plate in place.
Weld in accordance with the weld information given, starting atone end of the girder, staggering the weld on top and bottom ofthe girder, proceeding to the opposite end of the girder withoutinterruption. After welding, draw a taut string from end to end ofbeam as shown. Beam should either be parallel to string or havesome camber. Camber should not exceed 1/888 of span.
CROSS SHAFTS: For hand geared cranes, cross shafts arerequired. The cross shafts are to be of AISI 1018 cold drawnsteel, with standard mill tolerance of +.000”, -.002”. For shaftdiameter and lengths, refer to Figure 10, Hand Geared BridgeAssembly. The builder must check that the cross shaft couplingsclear cross shaft bearings.
Figure 3.
12725E
ASSEMBLING BRIDGE GIRDER TO END TRUCKS
1. Refer to Figure 4-Bridge "Whale's Tail" Bolted End Connection,Figure 4B-Bolt Plated End Connection and Figure 5-BridgeWelded End Connection. Figure 4 shows a girder end connectionthat may be optionally purchased as a kit. Figure 4B showsoptional bolted plate girder connection that may be purchased.Figure 5 is an end connection that may be fabricated by thecrane builder. Make the notch to the dimensions shown with a1/2" radius at the intersection of the cuts with a cutting torch andsmooth the burned area by grinding. Support beam about twofeet from each end on a pair of horses, or other suitable support(adjustable, with clamping ability is preferred). Place beam onsupports so that camber side is at top. In case of beams withcapping channels the channel side is up. For beams withvertical plates the plates are to the outside of the crane (awayfrom the centerline).
When setting up the beams on supports, make certain that thetop flanges at the trucks are level as shown in Figure 6.
Trolley stops (clip angles) must be installed on bothends of the bridge beam to prevent hoist trolley fromrunning off the end of the beam, which could result ininjury to the operator and others and damage to theload and other property.
WARNING
5 Figure 4. Bridge "Whale's Tail" Bolted End Connection
12979C2
6
Figure 4B. Bridge Bolted Plate End Connection
4B12979
7 Figure 5. Bridge Welded End Connection
12981C2
8
Figure 6.
12847B2
Figure 7.
12983
2. Locate end trucks in the notch of the girders, one at each endof the girders. Make certain trucks are level with each other andare level at the four points as shown in Figure 6.
It is quite possible that the bottom flange of the girder is not leveleven though the top flange is level. DO NOT LEVEL FROMROUGH TRUCK STRUCTURE. Correct operation of the hoist-trolley requires that the top flanges are level.
3. To check the distance between the trucks, push all truckwheels toward the center of the span. The distance from theoutside of the wheel on one side of the span to the inside of thewheel on the other side of the span should equal the span lengthfor the 8” and 10” diameter wheels. See Figure 7. The toleranceon this distance is +1/32”.
4. For Squaring Crane there are measuring dimples available onthe inside faces of the truck above the axles. To check thesquareness, use a spring scale on the end of a steel tape andmeasure diagonally across the crane. Then measure across theopposite diagonal with the same force on the scale. Thesedimensions should be within 1/16” of each other.
Any other method of squaring the trucks that gives comparableresults may be used.
After squaring the trucks double check the span at both ends ofthe trucks.
5. After assuring that the trucks are accurately positioned andsquared, complete girder connections and then proceed toinstructions for assembly for the type of crane being built. Thegirder connections are shown in Figures 4, 4B and 5.
6. For the bolted end connection, first clamp the horizontalgusset plate (Ref. No. 3) to the top of the truck so that the centerof the holes is in line with the center of the trucks.
Do not use excessive heat or weld that might cause distortion.Alternate welds as much as possible. Weld the angles (Ref. No.5), long leg horizontal, to the web of the girder and to the gussetplate. Next, place the rings (Ref. No. 1) in the holes on the gussetplates and weld to the top of the truck. Place the cap (Ref. No.2) on the inner ring and hold in place with a couple of bolts. Boltthe connection (Ref. Nos. 2, 7 and 8).
7. Position the angle (Ref. No. 4), short leg, against the side ofthe truck and weld in place. Using the angle as a template drillthree 1/2" diameter holes in the web of the girder and bolt up(Ref. Nos 6, 8 and 9).
8. For the welded end connection weld the angles (Ref. No. 3),long leg horizontal, to the truck and to the girder web. Positionthe angle (Ref. No. 2), short leg, against the side of the truck andweld in place to the truck and to the girder web. Weld the brace(Ref. No. 1) in place. All welded connections must have thisbrace.
9 Figure 9. Motor Driven Bridge Assembly
12977C2
10
Figure 10. Hand Geared Bridge Assembly
12978C2
11 Figure 11. Bridge Details
12984A2
12
INSTRUCTIONS FOR ASSEMBLINGINDIVIDUAL DRIVE CRANE BRIDGES
1. Refer to Figure 9, Motor Driven Bridge Assembly.
2. Prepare bridge girder with capping channel or vertical plate,if required (See Pages 3 and 4).
3. Follow instructions for assembling bridge girder to end trucksas outlined on Pages 4 and 8.
4. The gear case (with wheel pinion), motor and brake areshipped as an assembly. Bolt this assembly to the side of thetruck with four socket head cap screws with lockwashers. Installvent plug in place of pipe plug at top of gear case.
5. The electrical enclosure and fused disconnect switch is to bemounted where required by the crane builder. Assure allclearances.
6. Add rails as shown on Figure 9.
7. Locate and weld trolley stops at the ends of the girders asshown on Figure 11. Bumpers must engage trolley stops.
INSTRUCTIONS FOR ASSEMBLINGA HAND GEARED CRANE BRIDGE
1. Refer to Figure 10, Hand Geared Bridge Assembly.
2. Prepare bridge girder with capping channel or vertical plate,if required (See Pages 3 and 4).
3. Follow instructions for assembling bridge girder to end trucksas outlined on Pages 4 and 8.
4. Mount and bolt the hand geared drive adapter for the crossshaft to the side of the truck with four socket head cap screwswith lockwashers.
5. Locate and tack cross shaft support angles to the girder.Recheck that angles are level and square and finish weldingaccording to Figure 11.
6. Form pillow block supports by mounting the angles togetheras shown in Section C-C of Figure 11. Mount the pillow blocksto the completed assembly by bolting.
7. Place the proper number of pillow blocks and couplings oneach shaft section. Notice that the separate bearing lockingcollar has a counterbore on one side. This counterbore fits overthe protruding inner race of the pillow block bearing. Placelocking collar on the shaft properly.
8. Place the hand chain wheel and guide on the appropriateshaft section (near the center of the crane) within 12” of abearing support. For cranes 10 tonnes and more, a keyway5/16” x 5/32” needs to be cut into the cross shaft location at thehand chain wheel. Put key in place.
9. Set shafting in place, align pillow blocks to cross shaft supportangles and clamp in place.
10. Check horizontal and vertical alignment of the cross shaft byusing a taut line. Complete assembly when alignment is assured.
11. Set space between cross shafts to 1/8”. Position couplingsand drill 3/8” diameter holes through the shaft and couplingusing the holes in the coupling as a guide. The coupling has apre-drilled hole through one side only. The shaft and couplingare then secured by hex head bolts with lockwashers and nuts.
12. Slide bearing locking collars into place next to pillow blocks.Make sure that the counterbore in the collar is fitted over theextended race of the bearing. Fasten to shaft with set screw inlocking collar.
13. Add rails as shown on Figure 10.
14. Locate and weld trolley stops at the ends of the girders asshown on Figure 11.
PAINTING
After all welding is completed and prior to installing the crossconductors, wire brush all steel and remove all scale, weldsplatter, flux and any other foreign matter. Grease spots are tobe cleaned using commercially available solvent. Wash withclear water an area six inches either side of all welds to removeflux residue.
The electrical panel must be closed, and areas such as theswitch handle, Off-On identification, wheel gear and pinion, andnameplate, etc., must be masked prior to painting.
Any national brand zinc-rich, chromate primer may be used andapplied according to the manufacturer’s directions. Final coat isrecommended to be high gloss enamel, especially suited forsteel surfaces and as recommended by any national brand paintmanufacturer. Application must be in accordance withmanufacturer’s recommendations.
MARKINGS
Codes require that the capacity of the bridge be shown on bothsides of the crane, legible from the floor. Normal practice formarking is to use capacity in tons. For example: 1 TON, 2 TON,etc. Stencil forms are readily available that may be used withbrush on or spray-can paint. Commercially available blockletters and numerals with adhesive backing could also be used.Selection of size should be such that the sign can be easily readfrom the operating floor.
The builder’s name shall also be placed on the crane in aprominent location along with a serial number or other means ofcrane identification.
NOTICE
The crane builder and user are responsible for markingthe crane and also to check for compliance with alllocal, state and national codes.
13
PUSH BUTTON SYSTEM
The preferred way of operating the controllers on the crane fromthe floor is a festooned system sold as a kit. This is to be installedas shown in the literature supplied with this system.
CROSS CONDUCTOR SYSTEM
A cross conductor system is a means of providing electriccurrent from the main conductors to the moving hoist-trolley.
The preferred cross conductor system is a festooned systemsold as a kit and it is to be installed as shown in the literaturesupplied with this system.
MAIN COLLECTOR ASSEMBLY
Refer to Figure 12, Main Collector Assembly.
The collectors listed (Catalog Numbers 931077, 931078, 931080and 931099) are compatible with and will operate only onconductor bars listed as Catalog Numbers for Crane Runwayson page 15. The builder must check to ensure that the properspacing and location of the conductors will clear all obstructionsin the building.
INSTALLATION OF THE CRANE BRIDGE
Installation of the crane on the runway shall be performed onlyby a qualified crane installer. For information regarding attachingand lifting or moving the loads during installation, refer to ANSIB30.2 - latest edition, Chapter 2-3 and other applicable codes.
Figure 12. Main Collector Assembly
12980
Ordinarily the crane is grounded to the runway beamthrough the contact with the crane wheels. Certainenvironments may prevent proper grounding by thismeans. In those cases, a 4th runway conductor andcollector should be provided to assure adequategrounding.
This also applies to the cross conductors and theelectrical contact between the trolley wheels and thebridge girder.
WARNING
Before installing the crane on the runway, lock therunway conductor disconnect switch in the open (off)position.
WARNING
14
Prior to the start of any crane erection the building should bemeasured for spans of rails and clearances. Thesemeasurements should be checked against the correspondingcrane measurements to insure correctness of “fit”. Afterassurances that the crane fits the building, determine orientationof the crane position with respect to the runway.
These types of cranes are usually lifted into position on therunway rails in one piece.
Immediately after the crane is placed on the runway rails checkwheel flange clearances to the rail. Clearance between side ofrail head and inside flange of wheel will vary from 3/8” to 1-1/8”depending on the wheel and rail combination and whether or notthe truck is centered on the rail. Total wheel float will not be lessthan the 3/4" recommended by CMAA Specification #70.
NOTE: It is suggested that the trolley and hoist beinstalled on the crane bridge at this time so that allwiring connections can be completed.
FUSE AND MAINLINE DISCONNECT PANELS
Mainline disconnect panels and fuse bridge control panels areprovided as options to assist users in complying with OSHAcodes. When ordering with crane, they will be completelyinstalled inside of electrical enclosures.
Electrical service is to be connected to the crane equipped withfuse panels and mainline disconnect panels as shown in theproper wiring diagram. Wiring diagrams are in Part No. 113533-83, Wiring Diagrams for Bridge Control Panels.
LUBRICATION
1. Wheel bearings are permanently lubricated and require noadditional lubricant.
2. Drive wheel gears are to be lubricated with an open type geargrease which is heavy, plastic, extreme pressure and tacky;such as MOBILTAC 375 NC or equal.
3. The gear case lubricant should be changed every year or2000 hours of service for moderate usage. The lubricant shouldbe changed more frequently if the service is more severe. Useone quart of AGMA lubricant number 5, compounded, (Mobilgear630) if the ambient temperature is 15° to 60°F or AGMA lubricantnumber 7, compounded, (Mobilgear 634) if the ambienttemperature is 50° to 125°F.
4. It is recommended that the areas of the cross shaft coveredby bearing and couplings be coated with FEL-PRO C5-A, orequal, anti-seize lubricant.
Before crane operation the vent plug must be in the properlocation in the gear case. The vent plug replaces the pipe plugin the highest location on the end of the gear case. See Part No.113533-82, Operating Instructions and Parts List, Bridge DriveGear Case, included with this package.
BRAKE
A separate piece of literature in the literature package coversparts and adjustment of the brake.
OPERATION
Prior to placing the crane into service, OSHA requires that theuser perform and record certain tests including proof loading thecrane. Refer to ANSI B30.2-latest edition for informationconcerning these requirements.
SPECIFICATIONS
Specifications may be purchased from:
Specification Address
AGMA American Gear ManufacturersAssociation1500 King Street, Suite 201Alexandria, VA 22314-2730
ANSI American National StandardsInstitute11 W. 42nd Street, 13th FloorNew York, NY 10036
ASCE American Society of Civil Engineers1801 Alexander Bell DriveReston, VA 20191-4400
ASTM American Society for Testing andMaterials100 Barr Harbor DriveWest Conshohocken, PA 19428-2959
AWS American Welding Society550 N. W. LeJune RoadMiami, FL 33126
CMAA Material Handling Industry8720 Red Oak Blvd., Suite 201Charlotte, NC 28217-3992(CMAA is Crane ManufacturersAssociation of America, Inc.)
NFPA National Fire Protection Association11 Tracy DriveAvon, MA 02322-9908
OSHA Superintendent of DocumentsU.S. Government Printing OfficeWashington, DC 20402(OSHA is Title 29 CFR Parts 1901.1 to1910.999)
Power supply must be same voltage, frequency andphase as specified on crane motor nameplate.
CAUTION
15
End Truck Assembly(One Right and One Left Hand Truck)
RatedLoad
Range(tonnes)
ForSpansThru(ft) Catalog Number
WheelBase
Whl.Dia.(in)
Min.Rail
(#/yd.)
1 thru15
526060
TRFA0807.5AR3TRFA0809.0AR3TRFA0810.5AR3
7’ - 6"9’ - 0"
10’ - 6"
888
303030
1 thru15
526060
TRFA0807.5BR3TRFA0809.0BR3TRFA0810.5BR3
7’ - 6"9’ - 0"
10’ - 6"
888
606060
15 thru25
526060
TRFA1007.5AR4TRFA1009.0AR4TRFA1010.5AR4
7’ - 6"9’ - 0"
10’ - 6"
101010
303030
15 thru25
526060
TRFA1007.5BR4TRFA1009.0BR4TRFA1010.5BR4
7’ - 6"9’ - 0"
10’ - 6"
101010
606060
RatedLoad
Range(Tonnes)
ForSpansThru(ft)
Cross ShaftBearing Ass’y
Cross ShaftCoupling
HandChainWheel
andGuide
1 Ass’yReq’d
HandChainwithOpenLink(36
feet)NumberReq’d
CatalogNumber
NumberReq’d
CatalogNumber
1 thru 10
12222836425260
1234567
904625
2233444
8280 913115 8282
10 thru15
12222836425260
1234567
904625
2233444
8280 332189-3 8282
DescriptionCatalogNumber
Collector Pole & Bracket 901590
30A Main Collectors Short Arm Long Arm
931077931078
100A Main Collectors Short Arm Long Arm
931099931080
Description
Catalog Number for Span of
50’ 60’ 70’ 80’ 90’ 100’ 150’ 200’
Crane Runway Kit 931119 931120 931121 931122 931123 931124 931125 931126
THESE TRUCKS ARE COMMON TO ALL BRIDGES HAND GEARED BRIDGE COMPONENTS
MATERIAL LISTED BELOW IS REQUIRED TO BUILD THESE BRIDGE CRANES
With 3.2" diameter bumpers.
Bumpers and rail sweeps are standard.
The wheelbase of the end truck shall be 1/7 of the span orgreater - per CMAA 70.
1 End Truck Assembly - See Truck Chart.1 Pair of Hand Geared Drive Adapter Assemblies Per Truck Assembly
(1 Req'd. per Crane): Catalog Number 229984-1.
CATALOG NUMBERS REQUIRED FOR OPTIONAL EQUIPMENT
*12 Conductor - Flat Cable (#14-4C & #16-8C)#14 Power Cable Good for 10 HP @ 460V or 5 HP @ 230V (20 Amps).
Festoon Systems Main Collectors
Catalog Number for Bolted Bridge End Connection: 444697-10
90A Insulated Figure 8 Runway Conductors.
Description
Catalog Numbers for Bridge Span of
20’ 30’ 40’ 50’ 60’
Cross Conductors* 931089 931090 931091 931092 931093
Push Button (2) #16-8C 931104 911305 931106 931107 931108
16
Total HP 200V 230V 460V 575V Total HP 200V 230V 460V 575V
1 Speed Control - without Soft Start 1 Speed Control - with Soft Start
1235
7.510
444231-11444231-12444231-13444231-15444231-17444231-19
444231-21444231-22444231-23444231-25444231-27444231-29
444231-41444231-42444231-43444231-45444231-47444231-49
444231-51444231-52444231-53444231-55444231-57444231-59
1235
7.510
444711-11444711-12444711-13444711-15
NANA
444711-21444711-22444711-23444711-25
NANA
444711-41444711-42444711-43444711-45444711-47444711-49
444711-51444711-52444711-53444711-55444711-57444711-59
2 Speed Control - without Soft Start 2 Speed Control - with Soft Start
1235
7.510
444232-11444232-12444232-13444232-15444232-17444232-19
444232-21444232-22444232-23444232-25444232-27444232-29
444232-41444232-42444232-43444232-45444232-47444232-49
444232-51444232-52444232-53444232-55444232-57444232-59
1235
7.510
444712-11444712-12444712-13444712-15
NANA
444712-21444712-22444712-23444712-25
NANA
444712-41444712-42444712-43444712-45444712-47444712-49
444712-51444712-52444712-53444712-55444712-57444712-59
TotalHP
200V 230V 460V 575V
Control D.B.R. Control D.B.R. Control D.B.R. Control D.B.R.
Variable Frequency Control
1235
7.510
448550-11448550-12448550-13448550-15448550-17448550-19
448491-31448491-32448491-33448491-34444946-64444946-65
448550-21448550-22448550-23448550-25448550-27448550-29
448491-31448491-32448491-33448491-34444946-64444946-65
448550-42448550-42448550-43448550-45448550-47448550-49
448491-62448491-62448491-63448491-64444946-79444946-80
445351-52445351-52445351-53445351-55445351-57445351-59
444946-E1444946-E1444946-E2444946-E3444946-E4444946-E5
MotorHP
MotorRPM
200V, 3Ph, 60Hz 230V, 3Ph, 60Hz 460V, 3Ph, 60Hz 575V, 3Ph, 60Hz
MotorCat No.
BrakeCat No.
MotorCat No.
BrakeCat No.
MotorCat No.
BrakeCat No.
MotorCat No.
BrakeCat No.
.5/.25.75/.38
1/.5
1200/6001200/6001200/600
331982-56331982-76331982-41
108461-F1913314913314
331982-57331982-77331982-42
108461-F1913314913314
331982-58331982-78331982-43
108461-F1913314913314
331982-59331982-79331982-44
108461-F2913315913315
.5/.17.75/.25
1/.331.5/.52/.67
3/1
1800/6001800/6001800/6001800/6001800/6001800/600
331982-51331982-71331982-01330031-11330031-21330031-31
108461-F1108461-F1108461-F1
913314913316913316
331982-52331982-72331982-02330031-12330031-22330031-32
108461-F1108461-F1108461-F1
913314913316913316
331982-53331982-73331982-03330031-13330031-23330031-33
108461-F1108461-F1108461-F1
913314913316913316
331982-54331982-74331982-04330031-14330031-24330031-34
108461-F2108461-F2108461-F2
913315913317913317
TraverseGear Case
Cat. No.GearRatio
BridgeFPM with1200 RPM
Motor
BridgeFPM with1800 RPM
Motor
444689-1444689-2444689-3444689-4
13.048.966.976.08
50Not UsedNot UsedNot Used
75100125150
MotorHP
MotorRPM
200V, 3Ph, 60Hz 230/460V, 3Ph, 60Hz 575V, 3Ph, 60Hz
MotorCat. No.
BrakeCat. No.
MotorCat. No.
BrakeCat. No.
MotorCat. No.
BrakeCat. No.
1/23/41
120012001200
331981-57331981-77331981-42
108461-F1913314913314
331981-58331981-78331981-43
108461-F1913314913314
331981-59331981-79331981-44
108461-F2913315913315
1/23/41
1-1/223
180018001800180018001800
331981-52331981-72331981-02329925-11329925-21329925-31
108461-F1108461-F1108461-F1
913314913316913316
331981-53331981-73331981-03329925-11329925-21329925-31
108461-F1108461-F1108461-F1
913314913316913316
331981-54331981-74331981-04329925-12329925-22329925-32
108461-F2108461-F2108461-F2
913315913317913317
MATERIAL LISTED BELOW IS REQUIRED TO BUILD THESE BRIDGE CRANES
INDIVIDUAL DRIVE - MOTOR DRIVEN BRIDGE COMPONENTS
Controls (All 3Ph, 60Hz) (NA = Not Available or Not Applicable)
1 Speed - VFC Motors Traverse Gear Cases
2 Speed Motors
One Drive Assembly includes Two Motor, Brake and Reducer Assemblies
17
SpanThru(ft) W
Ww/C Ww/PL
W C W PL
5 TON RATED LOAD
202224262830
14X 4314X 4314X 4814X 5314X 6114X 61
12X 2612X 2614X 3014X 3016X 3616X 36
9X 13.49X 13.49X 13.4
10X 15.310X 15.310X 15.3
14X 3014X 3014X 3016X 3616X 3616X 36
16X .250016X .250016X .250018X .312518X .312518X .3125
3234363840
16X 6716X 6716X 7716X 7716X 89
16X 3618X 5018X 5018X 5018X 50
12X 20.710X 15.310X 15.310X 15.312X 20.7
18X 5018X 5018X 5018X 5021X 62
20X .312520X .312520X .312520X .312523X .3750
4244464850
16X 8916X 10030X 13233X 14133X 152
18X 6021X 6221X 6221X 6221X 68
12X 20.712X 20.712X 20.712X 20.712X 20.7
21X 6221X 6221X 6221X 6224X 68
23X .375023X .375023X .375023X .375026X .5000
5254565860
33X 15236X 17036X 18236X 18236X 194
21X 6224X 6224X 6224X 6824X 68
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6824X 6824X 6824X 68
21X 101
26X .500026X .500026X .500026X .500023X .3750
SpanThru(ft) W
Ww/C Ww/PLW C W PL
7-1/2 TON RATED LOAD
202224262830
14X 4814X 5314X 6116X 6716X 6716X 77
14X 3016X 3616X 3616X 3618X 5018X 50
10X 15.310X 15.310X 15.310X 15.310X 15.310X 15.3
12X 4016X 3616X 3618X 5018X 5018X 50
14X .250018X .312518X .312520X .312520X .312520X .3125
3234363840
16X 7716X 8916X100
16X 10033X 130
18X 5018X 6018X 6021X 6221X 62
10X 15.312X 20.712X 20.712X 20.712X 20.7
18X 5021X 6221X 6221X 6221X 62
20X .312523X .375023X .375023X .375023X .3750
4244464850
30X 13236X 15033X 15236X 17036X 170
21X 6221X 6824X 6224X 6227X 68
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6824X 6824X 6824X 6824X 68
26X .500026X .500026X .500026X .500026X .5000
5254565860
36X 18236X 19436X 21036X 21036X 232
24X 7624X 7624X 8427X 8427X 84
15X 33.915X 33.915X 33.918X 42.718X 42.7
27X 8427X 8427X 8427X 8427X 84
29X .500029X .500029X .500029X .500029X .5000
SpanThru(ft) W
Ww/C Ww/PLW C W PL
10 TON RATED LOAD
202224262830
14X 6114X 6116X 6716X 7716X 7716X 89
16X 3618X 5018X 5018X 5018X 5018X 60
12X 20.710X 15.310X 15.310X 15.310X 15.312X 20.7
12X 5318X 5018X 5018X 5016X 6721X 62
14X .312520X .312520X .312520X .312518X .312523X .3750
3234363840
16X 10024X 10430X13233X 14133X 152
18X 6021X 6221X 6221X 6824X 62
12X 20.712X 20.712X 20.712X 20.715X 33.9
21X 6221X 6221X 6224X 6824X 68
23X .375023X .375023X .375026X .500026X .5000
4244464850
36X 16036X 17036X 18236X 19436X 194
24X 6224X 6824X 7624X 8427X 84
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6824X 6827X 8427X 8427X 84
26X .500026X .500029X .500029X .500029X .5000
5254565860
36X 21036X 23236X 23236X 23236X 256
27X 8427X 8427X 8427X 9427X 94
18X 42.718X 42.718X 42.718X 42.718X 51.9
27X 8430X 9930X 9930X 9930X 99
29X .500032X .500032X .500032X .500032X .5000
BEAM SIZE SELECTION FOR VARIOUS SPANS
ENGLISH MEASURE (TONS)
SERIES 700 TROLLEY KIT
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections and plate (PL).
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 70, revised 1994 and is based on thefollowing assumptions:
Rated TrolleyLoad Load Reeved Gage5 Ton 2485# Single 78"7-1/2 2485 Single 78
10 4385 Single 7815 4465 Single 7820 5165 Single 7825 5165 Single 78
Tons are short tons.DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15and .1 respectively.Bridge speed is assumed to be 150 FPM.Bridge class of service is assumed to be C.Assumed additional dead load is 10 #/' for both front andback girders.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory for girder selection.
6. No additional loading such as footwalks, platforms, cabs,machinery, etc., is allowed.
18
SpanThru(ft) W
Ww/C Ww/PLW C W PL
25 TON RATED LOAD
202224262830
16X 8916X 89
16X 10033X 13033X 14133X 152
18X 6521X 6821X 7324X 7624X 7624X 84
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
21X 6218X 7624X 6824X 6824X 68
21X 101
23X .375020X .312526X. 500026X. 500026X .500023X .3750
3234363840
36X 17036X 18236X 18236x 19436X 210
24X 9427X 8427X 8427X 9427X 94
12X 20.715X 33.915X 33.915X 33.918X 42.7
21X 10127X 8427X 8430X 9930X 99
23X .375029X .500029X .500032X .500032X .5000
4244464850
36X 23236X 23236X 23236X 25636X 256
30X 9930X 9930X 99
30X 11630X 124
18X 42.718X 42.718X 51.918X 42.718X 42.7
30X 9933X 11833X 11833X 11833X 118
32X .500035X .625035X .625035X .625035X .6250
5254565860
36X 26036X 26036X 26036X 28036X 280
33X 11833X 13033X 13033X 13033X 141
18X 51.918X 58.018X 58.018X 58.018X 58.0
33X 11833X 11836X 15036X 15036X 150
35X .625035X .625038X .625038X .625038X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
20 TON RATED LOAD
202224262830
16X 7716X 7716X 89
16X 10024X 10430X 132
16X 5718X 6021X 6221X 6221X 6824X 68
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6716X 6721X 6221X 6224X 6824X 68
18X .312518X .312523X .375023X .375026X. 500026X. 5000
3234363840
36X 15033X 15236X 17036X 18236X 194
24X 7624X 8424X 7624X 8427X 84
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6821X 10127X 8427X 8427X 84
26X. 500023X .375029X .500029X .500029X .5000
4244464850
36X 21036X 21036X 23236X 23236X 232
27X 8427X 8427X 9430X 9930X 99
15X 33.918X 42.718X 42.718X 42.718X 51.9
27X 8430X 9930X 9930X 99
33X 118
29X .500032X .500032X .500032X .500035X .6250
5254565860
36X 25636X 25636X 26036X 26036X 260
30X 9930X 12430X 11630X 12433X 130
18X 51.918X 42.718X 51.918X 58.018X 58.0
33X 11833X 11833X 11833X 11833X 118
35X .625035X .625035X .625035X .625035X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
15 TON RATED LOAD
202224262830
16X 6716X 7716X 7716X 89
16X 10033X 130
18X 5024X 6224X 6221X 6221X 6221X 68
10X 15.310X 15.310X 15.312X 20.712X 20.712X 20.7
18X 5016X 6716X 6721X 6221X 6224X 68
20X .312518X .312518X .312523X .375023X .375026X .5000
3234363840
33X 14133X 15233X 15236X 17036X 182
21X 7324X 7624X 6824X 7624X 76
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6824X 6824X 68
21X 10127X 84
26X .500026X .500026X .500023X .375029X .5000
4244464850
36X 19436X 21036X 21036X 23236X 232
27X 8427X 8427X 8427X 9430X 99
15X 33.915X 33.918X 42.718X 42.718X 42.7
27X 8427X 8430X 9930X 9930X 99
29X .500029X .500032X .500032X .500032X .5000
5254565860
36X 25636X 25636X 25636X 26036X 260
30X 9930X 99
30X 12430X 11630X 124
18X 51.918X 51.918X 42.718X 51.918X 58.0
30X 9933X 11833X 11833X 11833X 118
32X .500035X .625035X .625035X .625035X .6250
ENGLISH MEASURE (TONS) SERIES 700 TROLLEY KIT
19
SpanThru(ft) W
Ww/C Ww/PLW C W PL
15 TON RATED LOAD
202224262830
14X 6116X 6716X 6716X 7716X 7716X 89
14X 4318X 5018X 5018X 5018X 5018X 60
12X 20.710X 15.310X 15.310X 15.312X 20.712X 20.7
18X 5018X 5018X 5018X 5016X 6721X 62
20X .312520X .312520X .312520X .312518X .312523X .3750
3234363840
16X 10024X 10430X 13233X 14133X 152
21X 6221X 6221X 6821X 7324X 62
12X 20.712X 20.712X 20.712X 20.715X 33.9
21X 6221X 6224X 6824X 6824X 68
23X .375023X .375026X .500026X .500026X .5000
4244464850
36X 17036X 17036X 18236X 19436X 210
24X 6824X 7624X 8427X 8427X 84
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6827X 8427X 8427X 8427X 84
26X .500029X .500029X .500029X .500029X .5000
5254565860
36X 21036X 23236X 23236X 23236X 256
27X 8427X 8427X 8430X 9930X 99
18X 42.718X 51.918X 42.718X 42.718X 51.9
30X 9930X 9930X 9930X 99
33X 118
32X .500032X .500032X .500032X .500035X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
10 TON RATED LOAD
202224262830
14X 4814X 5314X 6116X 6716X 6716X 77
14X 3016X 3616X 3616X 3618X 5018X 50
12X 20.710X 15.310X 15.312X 20.710X 15.310X 15.3
16X 3616X 3616X 3618X 5018X 5018X 50
18X .312518X .312518X .312520X .312520X .312520X .3125
3234363840
16X 7716X 89
16X 10024X 10430X 132
18X 5018X 6021X 6221X 6221X 62
10X 15.312X 20.712X 20.712X 20.712X 20.7
16X 6721X 6221X 6221X 6221X 62
18X .312523X .375023X .375023X .375023X .3750
4244464850
33X 14136X 15033X 15236X 17036X 170
21X 6821X 7324X 6224X 6824X 68
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6824X 6824X 6824X 68
21X 101
26X .500026X .500026X .500026X .500023X .3750
5254565860
36X 18236X 19436X 21036X 21036X 232
24X 7624X 8427X 8427X 8427X 84
15X 33.915X 33.915X 33.918X 42.718X 42.7
27X 8427X 8427X 8427X 8430X 99
29X .500029X .500029X .500029X .500032X .5000
SpanThru(ft) W
Ww/C Ww/PLW C W PL
7-1/2 TON RATED LOAD
202224262830
14X 4314X 4814X 5314X 6114X 6114X 67
14X 3014X 3014X 3016X 3616X 3618X 50
9X 13.49X 13.4
10X 15.310X 15.310X 15.310X 15.3
14X 3014X 3016X 3616X 3616X 3618X 50
16X .250016X .250018X .312518X .312518X .312520X .3125
3234363840
16X 7716X 7716X 7716X 8916X100
18X 5018X 5018X 5018X 6018X 60
10X 15.310X 15.310X 15.312X 20.712X 20.7
18X 5018X 5016X 6721X 6221X 62
20X .312520X .312518X .312523X .375023X .3750
4244464850
24X 10430X 13233X 14133X 15233X 152
21X 6221X 6221X 6821X 7324X 62
12X 20.712X 20.712X 20.712X 20.715X 33.9
21X 6221X 6224X 6824X 6824X 68
23X .375023X .375026X .500026X .500026X .5000
5254565860
36X 17036X 18236X 18236X 19436X 210
24X 6224X 6824X 6824X 7624X 84
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6824X 68
21X 10127X 8427X 84
26X .500026X .500023X .375029X .500029X .5000
BEAM SIZE SELECTION FOR VARIOUS SPANS
ENGLISH MEASURE (TONS)
DMR-3 TROLLEYS
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections and plate (PL).
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 70, revised 1994 and is based on thefollowing assumptions:
Rated TrolleyLoad Load Gage
7-1/2 Ton 5000# 72"10 5000 7215 5310 8420 5410 8425 5710 84
Tons are short tons.DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15and .1 respectively.Bridge speed is assumed to be 150 FPM.Bridge class of service is assumed to be C.Assumed additional dead load is 10 #/' for both front andback girders.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory for girder selection.
6. No additional loading such as footwalks, platforms, cabs,machinery, etc., is allowed.
20
SpanThru(ft) W
Ww/C Ww/PLW C W PL
25 TON RATED LOAD
202224262830
16X 7716X 7716X 89
16X 10033X 13033X 141
18X 6021X 6221X 6221X 6824X 6824X 76
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6721X 6221X 6218X 7624X 6824X 68
18X .312523X .375023X .375020X .312526X .500026X .5000
3234363840
33X 15233X 15236X 17036X 18236X 194
21X 8324X 7624X 9424X 8427X 84
12X 20.715X 33.912X 20.715X 33.915X 33.9
24X 6821X 10127X 8427X 8427X 84
26X .500023X .375029X .500029X .500029X .5000
4244464850
36X 21036X 21036X 23236X 23236X 256
27X 8427X 9430X 9930X 9930X 99
18X 42.718X 42.718X 42.718X 42.718X 51.9
30X 9930X 9930X 9930X 99
33X 118
32X .500032X .500032X .500032X .500035X .6250
5254565860
36X 25636X 26036X 26036X 26036X 260
30X 11630X 12433X 11833X 13033X 130
18X 42.718X 42.718X 51.918X 58.018X 58.0
33X 11833X 11833X 11833X 11836X 150
35X .625035X .625035X .625035X .625038X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
20 TON RATED LOAD
202224262830
16X 6716X 7716X 7716X 89
16X 10024X 104
18X 5018X 5024X 6218X 6021X 6221X 62
10X 15.312X 20.710X 15.312X 20.712X 20.712X 20.7
18X 5016X 6716X 6721X 6221X 6224X 68
20X .312518X .312518X .312523X .375023X .375026X .5000
3234363840
30X 13233X 14133X 15236X 17036X 182
21X 6821X 7324X 6824X 6824X 76
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6824X 6824X 6824X 6827X 84
26X .500026X .500026X .500026X .500029X .5000
4244464850
36X 18236X 19436X 21036X 21036X 232
24X 8427X 8427X 8427X 8427X 94
15X 33.915X 33.918X 42.718X 51.918X 42.7
27X 8427X 8430X 9930X 9930X 99
29X .500029X .500032X .500032X .500032X .5000
5254565860
36X 23236X 25636X 25636X 26036X 260
30X 9930X 9930X 99
30X 12430X 116
18X 42.718X 51.918X 51.918X 42.718X 51.9
30X 9933X 11833X 11833X 11833X 118
32X .500035X .625035X .625035X .625035X .6250
ENGLISH MEASURE (TONS) DMR-3 TROLLEYS
21
SpanThru(ft) W
Ww/C Ww/PLW C W PL
20 TON RATED LOAD202224262830
16X 7716X 7716X 7716X 89
16X 10024X 104
16X 5016X 5718X 6018X 6021X 6221X 62
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
18X 5016X 6716X 6721X 6221X 6224X 68
20X .312518X .312518X .312523X .375023X .375026X .5000
3234363840
30X 13233X 14133X 15236X 17036X 170
21X 6821X 7324X 6824X 6824X 76
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6824X 6824X 6824X 6827X 84
26X .500026X .500026X .500026X .500029X .5000
4244464850
36X 18236X 19436X 21036X 21036X 232
24X 8427X 8427X 8427X 8427X 94
15X 33.915X 33.918X 42.718X 42.718X 42.7
27X 8427X 8427X 8430X 9930X 99
29X .500029X .500029X .500032X .500032X .5000
5254565860
36X 23236X 25636X 25636X 25636X 260
30X 9930X 9930X 99
30X 12430X 116
18X 42.718X 51.918X 51.918X 42.718X 51.9
30X 9933X 11833X 11833X 11833X 118
32X .500035X .625035X .625035X .625035X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
10 TON RATED LOAD
202224262830
14X 5314X 6114X 6114X 6116X 7716X 77
16X 3616X 3614X 4318X 5018X 5018X 50
10X 15.310X 15.312X 20.710X 15.310X 15.310X 15.3
16X 3616X 3618X 5018X 5018X 5018X 50
18X .312518X .312520X .312520X .312520X .312520X .3125
3234363840
16X 8916X 89
16X 10016X 10030X 132
18X 5018X 5018X 6021X 6221X 68
10X 15.312X 20.712X 20.712X 20.712X 20.7
16X 6716X 6721X 6221X 6221X 62
18X .312518X .312523X .375023X .375023X .3750
4244464850
33X 14133X 15236X 17036X 17036X 182
21X 7321X 6224X 6224X 6224X 68
12X 20.715X 33.915X 33.915X 33.915X 33.9
21X 6224X 6824X 6824X 6824X 68
23X .375026X .500026X .500026X .500026X .5000
5254565860
36X 19436X 21036X 21036X 23236X 232
24X 7624X 7624X 8424X 8427X 84
15X 33.915X 33.915X 33.918X 42.718X 42.7
27X 8427X 8427X 8427X 8427X 84
29X .500029X .500029X .500029X .500029X .5000
SpanThru(ft) W
Ww/C Ww/PL
W C W PL
15 TON RATED LOAD
202224262830
14X 6114X 6116X 6716X 7716X 8916X 89
18X 5018X 5018X 5018X 5024X 6218X 60
10X 15.310X 15.310X 15.310X 15.310X 15.312X 20.7
18X 5018X 5018X 5016X 6716X 6721X 62
20X .312520X .312520X .312518X .312518X .312523X .3750
3234363840
16X 10030X 12430 X13233X 14133X 152
21X 6221X 6221X 6821X 7324X 62
12X 20.712X 20.712X 20.712X 20.715X 33.9
21X 6221X 6224X 6824X 6824X 68
23X .375023X .375026X .500026X .500026X .5000
4244464850
36X 17036X 17036X 18236X 19436X 210
24X 6824X 6824X 7624X 8427X 84
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6827X 8427X 8427X 8427X 84
26X .500029X .500029X .500029X .500029X .5000
5254565860
36X 21036X 23236X 23236X 25636X 256
27X 8427X 8427X 9430X 9930X 99
18X 42.718X 42.718X 42.718X 42.718X 51.9
30X 9930X 9930X 9930X 9930X 99
32X .500032X .500032X .500032X .500032X .5000
BEAM SIZE SELECTION FOR VARIOUS SPANS
ENGLISH MEASURE (TONS)
LOADMAX TROLLEYS
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections and plate (PL).
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 70, revised 1994 and is based on thefollowing assumptions:
Rated TrolleyLoad Load Gage
10 Ton 6130# 84"15 6820 8420 6820 8425 7150 84
Tons are short tons.DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15and .1 respectively.Bridge speed is assumed to be 150 FPM.Bridge class of service is assumed to be C.Assumed additional dead load is 10 #/' for both front andback girders.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory for girder selection.
6. No additional loading such as footwalks, platforms, cabs,machinery, etc., is allowed.
22
SpanThru(ft) W
Ww/C Ww/PLW C W PL
25 TON RATED LOAD
202224262830
21X 8316X 8916X 89
16X 10024X 10430X 132
18X 6018X 6018X 6521X 6821X 6821X 73
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6716X 6721X 6218X 7624X 6824X 68
18X .312518X .312523X .375020X .312526X .500026X .5000
3234363840
36X 15033X 15236X 17036X 18236X 194
24X 7624X 8424X 7624X 8427X 84
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6821X 10127X 8427X 8427X 84
26X .500023X .375029X .500029X .500029X .5000
4244464850
36X 19436X 21036X 23236X 23236X 232
27X 8427X 9427X 9430X 9930X 99
15X 33.915X 33.918X 42.718X 42.718X 51.9
30X 9930X 9930X 9930X 99
33X 118
32X .500032X .500032X .500032X .500035X .6250
5254565860
36X 25636X 25636X 26036X 26036X 260
30X 9930X 12433X 11830X 12433X 130
18X 51.918X 42.718X 51.918X 58.018X 58.0
33X 11833X 11833X 11833X 11836X 150
35X .625035X .625035X .625035X .625038X .6250
ENGLISH MEASURE (TONS) LOADMAX TROLLEYS
23
SpanThru(ft) W
Ww/C Ww/PLW C W PL
10 TONNE RATED LOAD
202224262830
14X 6114X 6116X 6716X 7716X 8916X 89
18X 5018X 5018X 5018X 5018X 6018X 60
10X 15.310X 15.310X 15.310X 15.312X 20.712X 20.7
18X 5018X 5018X 5016X 6716X 6721X 62
20X .312520X .312520X .312518X .312518X .312523X .3750
3234363840
16X 10030X 13233X 14136X 15033X 152
21X 6221X 6221X 6821X 7324X 62
12X 20.712X 20.712X 20.712X 20.715X 33.9
21X 6221X 6224X 6824X 6824X 68
23X .375023X .375026X .500026X .500026X .5000
4244464850
36X 17036X 18236X 19436X 19436X 210
24X 6824X 7624X 8427X 8427X 84
15X 33.915X 33.915X 33.915X 33.918X 42.7
24X 6827X 8427X 8427X 8427X 84
26X .500029X .500029X .500029X .500029X .5000
5254565860
36X 23236X 23236X 23236X 25636X 256
27X 8427X 8427X 9430X 9930X 99
18X 42.718X 51.918X 42.718X 51.918X 51.9
30X 9930X 9930X 9930X 99
33X 118
32X .500032X .500032X .500032X .500035X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
7-1/2 TONNE RATED LOAD
202224262830
14X 4814X 5314X 6116X 6716X 6716X 77
16X 3616X 3616X 3618X 5018X 5018X 50
10X 15.310X 15.310X 15.310X 15.310X 15.310X 15.3
16X 3616X 3618X 5018X 5018X 5018X 50
18X .312518X .312520X .312520X .312520X .312520X .3125
3234363840
16X 8916X 89
16X 10024X 10430X 132
18X 5018X 6021X 6221X 6221X 62
12X 20.712X 20.712X 20.712X 20.712X 20.7
21X 6221X 6221X 6221X 6224X 68
23X .375023X .375023X .375023X .375026X .5000
4244464850
33X 14133X 15236X 16036X 17036X 182
21X 6824X 6224X 6224X 6824X 76
12X 20.715X 33.915X 33.915X 33.915X 33.9
24X 6824X 6824X 68
21X 10127X 84
26X .500026X .500026X .500023X .375029X .5000
5254565860
36X 19436X 19436X 21036X 23236X 232
24X 8424X 8427X 8427X 8427X 84
15X 33.915X 33.918X 42.718X 42.718X 42.7
27X 8427X 8427X 8427X 8430X 99
29X .500029X .500029X .500029X .500032X .5000
SpanThru(ft) W
Ww/C Ww/PL
W C W PL
5 TONNE RATED LOAD
202224262830
14X 4314X 4814X 5314X 5314X 6116X 67
12X 2614X 3014X 3016X 3616X 3616X 36
9X 13.49X 13.49X 13.4
10X 15.310X 15.310X 15.3
14X 3014X 3016X 3616X 3616X 3618X 50
16X .250016X .250018X .312518X .312518X .312520X .3125
3234363840
16X 6716X 7716X 7716X 8916X 89
18X 5018X 5018X 5018X 5018X 60
10X 15.310X 15.310X 15.310X 15.312X 20.7
18X 5018X 5018X 5016X 6721X 62
20X .312520X .312520X .312518X .312523X .3750
4244464850
16X 10033X 13030X 13236X 15033X 152
21X 6221X 6221X 6221X 6821X 73
12X 20.712X 20.712X 20.712X 20.712X 20.7
21X 6221X 6221X 6224X 6824X 68
23X .375023X .375023X .375026X .500026X .5000
5254565860
36X 17036X 17036X 18236X 19436X 210
24X 6224X 6224X 6824X 6824X 76
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6824X 6824X 68
21X 10127X 84
26X .500026X .500026X .500023X .375029X .5000
BEAM SIZE SELECTION FOR VARIOUS SPANS
METRIC MEASURE (TONNES)
SERIES 700 TROLLEY KIT
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections and plate (PL).
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 70, revised 1994 and is based on thefollowing assumptions:
Rated TrolleyLoad Load Reeved Gage
5 Tonne 1127kg Single 78"7-1/2 1127 Single 78
10 1989 Single 7815 2025 Single 7820 2343 Single 7825 2343 Single 78
Tonnes are metric.DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15and .1 respectively.Bridge speed is assumed to be 150 FPM.Bridge class of service is assumed to be C.Assumed additional dead load is 5 kg/' for both front andback girders.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory for girder selection.
6. No additional loading such as footwalks, platforms, cabs,machinery, etc., is allowed.
24
SpanThru(ft) W
Ww/C Ww/PLW C W PL
20 TONNE RATED LOAD202224262830
16X 7716X 7716X 89
24X 10430X 13233X 141
18X 6021X 6221X 6221X 6824X 6824X 76
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6721X 6221X 6224X 6824X 6824X 68
18X .312523X .375023X .375026X .500026X .500026X .5000
3234363840
33X 15236X 17036X 18236X 18236X 194
24X 8424X 7624X 8427X 8427X 84
12X 20.715X 33.915X 33.915X 33.918X 42.7
21X 10121X 10127X 8427X 8430X 99
23X .375023X .375029X .500029X .500032X .5000
4244464850
36X 21036X 23236X 23236X 23236X 256
27X 9427X 9430X 9930X 9930X 99
15X 33.918X 42.718X 42.718X 51.918X 51.9
30X 9930X 9930X 99
33X 11833X 118
32X .500032X .500032X .500035X .625035X .6250
5254565860
36X 25636X 26036X 26036X 26036X 280
30X 12430X 11630X 12433X 13033X 130
18X 42.718X 51.918X 58.018X 58.018X 58.0
33X 11833X 11833X 11836X 15036X 150
35X .625035X .625035X .625038X .625038X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
15 TONNE RATED LOAD
202224262830
16X 6716X 7716X 89
16X 10024X 10430X 132
24X 6224X 6221X 6221X 6221X 6824X 68
10X 15.310X 15.312X 20.712X 20.712X 20.712X 20.7
16X 6716X 6721X 6221X 6224X 6824X 68
18X .312518X .312523X .375023X .375026X .500026X .5000
3234363840
36X 15033X 15236X 17036X 18236X 194
24X 7624X 8424X 7624X 8427X 84
12X 20.712X 20.715X 33.915X 33.915X 33.9
24X 6821X 10121X 10127X 8427X 84
26X .500023X .375023X .375029X .500029X .5000
4244464850
36X 19436X 21036X 23236X 23236X 232
27X 8427X 8427X 9430X 9930X 99
15X 33.918X 42.718X 42.718X 42.718X 51.9
27X 8430X 9930X 9930X 9930X 99
29X .500032X .500032X .500032X .500032X .5000
5254565860
36X 25636X 25636X 26036X 26036X 260
30X 9930X 12430X 11633X 12433X 130
18X 51.918X 42.718X 51.918X 58.018X 58.0
33X 11833X 11833X 11833X 11833X 118
35X .625035X .625035X .625035X .625035X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
25 TONNE RATED LOAD
202224262830
16X 8916X 10024X 10430X 13236X 15033X 152
21X 7321X 7324X 7624X 7624X 8424X 94
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
21X 6224X 6824X 68
21X 10121X 10121X 101
23X .375026X .500026X .500023X .375023X .375023X .3750
3234363840
36X 17036X 18236X 19436X 21036X 232
27X 8427X 8427X 9430X 9930X 99
15X 33.918X 42.715X 33.915X 33.918X 42.7
27X 8424X 10424X 104
30X 9933X 118
29X .500026X .500026X .500032X .500035X .6250
4244464850
36X 23236X 23236X 25636X 25636X 260
27X 11430X 11630X 11630X 12433X 118
15X 33.918X 42.718X 42.718X 42.718X 51.9
33X 11833X 11833X 11833X 11833X 118
35X .625035X .625035X .625035X .625035X .6250
5254565860
36X 26036X 26036X 28036X 28036X 300
33X 13033X 13033X 13033X 14133X 152
18X 58.018X 58.018X 58.018X 58.018X 58.0
36X 15036X 15036X 15036X 15036X 150
38X .625038X .625038X .625038X .625038X .6250
METRIC MEASURE (TONNES) SERIES 700 TROLLEY KIT
25
SpanThru(ft) W
Ww/C Ww/PLW C W PL
10 TONNE RATED LOAD
202224262830
14X 4814X 5314X 6116X 6716X 7716X 77
16X 3616X 3616X 3618X 5018X 5018X 50
10X 15.310X 15.312X 20.710X 15.310X 15.310X 15.3
16X 3616X 3618X 5018X 5018X 5018X 50
18X .312518X .312520X .312520X .312520X .312520X .3125
3234363840
16X 8916X 10024X 10424X 10430X 132
18X 5018X 6021X 6221X 6221X 68
12X 20.712X 20.712X 20.712X 20.712X 20.7
21X 6221X 6221X 6221X 6224X 68
23X .375023X .375023X .375023X .375026X .5000
4244464850
33X 14133X 15236X 17036X 17036X 182
21X 7324X 6224X 6824X 6824X 76
12X 20.715X 33.915X 33.915X 33.915X 33.9
24X 6824X 6824X 68
21X 10127X 84
26X .500026X .500026X .500023X .375029X .5000
5254565860
36X 19436X 19436X 21036X 23236X 232
24X 8427X 8427X 8427X 8427X 84
15X 33.915X 33.918X 42.718X 42.718X 51.9
27X 8427X 8427X 8430X 9930X 99
29X .500029X .500029X .500032X .500032X .5000
BEAM SIZE SELECTION FOR VARIOUS SPANS
METRIC MEASURE (TONNES)
DMR-3 TROLLEYS
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections and plate (PL).
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 70, revised 1994 and is based on thefollowing assumptions:
Rated TrolleyLoad Load Gage
7-1/2 Tonne 2268kg 72"10 2268 7215 2409 8420 2454 8425 2590 84
Tonnes are metric.DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15and .1 respectively.Bridge speed is assumed to be 150 FPM.Bridge class of service is assumed to be C.Assumed additional dead load is 5 kg/' for both front andback girders.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory for girder selection.
6. No additional loading such as footwalks, platforms, cabs,machinery, etc., is allowed.
SpanThru(ft) W
Ww/C Ww/PLW C W PL
7-1/2 TONNE RATED LOAD
202224262830
14X 4314X 4814X 5314X 6116X 6716X 67
14X 3014X 3016X 3616X 3616X 3618X 50
9X 13.49X 13.4
10X 15.310X 15.312X 20.710X 15.3
14X 3016X 3616X 3616X 3618X 5018X 50
16X .250018X .312518X .312518X .312520X .312520X .3125
3234363840
16X 7716X 7716X 89
16X 10016X 100
18X 5018X 5018X 6018X 6021X 62
10X 15.310X 15.312X 20.712X 20.712X 20.7
18X 5018X 5021X 6221X 6221X 62
20X .312520X .312523X .375023X .375023X .3750
4244464850
33X 13030X 13233X 14133X 15236X 170
21X 6221X 6221X 6824X 6224X 62
12X 20.712X 20.712X 20.715X 33.915X 33.9
21X 6224X 6824X 6824X 6824X 68
23X .375026X .500026X .500026X .500026X .5000
5254565860
36X 17036X 18236X 19436X 19436X 210
24X 6824X 6824X 7624X 8427X 84
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6821X 10127X 8427X 8427X 84
26X .500023X .375029X .500029X .500029X .5000
SpanThru(ft) W
Ww/C Ww/PLW C W PL
15 TONNE RATED LOAD
202224262830
14X 6116X 6716X 7716X 7716X 89
16X 100
18X 5018X 5018X 5018X 5018X 6021X 62
10X 15.310X 15.310X 15.312X 20.712X 20.712X 20.7
18X 5018X 5018X 5016X 6721X 6221X 62
20X .312520X .312520X .312518X .312523X .375023X .3750
3234363840
24X 10430X 13233X 14133X 15236X 160
21X 6221X 6221X 7324X 6224X 68
12X 20.712X 20.712X 20.715X 33.915X 33.9
21X 6224X 6824X 6824X 6824X 68
23X .375026X .500026X .500026X .500026X .5000
4244464850
36X 17036X 18236X 19436X 21036X 210
24X 7624X 8427X 8427X 8427X 84
15X 33.915X 33.915X 33.915X 33.918X 42.7
27X 8427X 8427X 8427X 8430X 99
29X .500029X .500029X .500029X .500032X .5000
5254565860
36X 23236X 23236X 23236X 25636X 256
27X 8430X 9930X 9930X 9930X 99
18X 51.918X 42.718X 42.718X 51.918X 51.9
30X 9930X 9930X 99
33X 11833X 118
32X .500032X .500032X .500035X .625035X .6250
26
SpanThru(ft) W
Ww/C Ww/PLW C W PL
25 TONNE RATED LOAD202224262830
16X 8916X 89
16X 10024X 10430X 13233X 141
18X 6021X 6821X 6821X 7324X 7624X 76
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6721X 6218X 7624X 6824X 68
21X 101
18X .312523X .375020X .312526X .500026X .500023X .3750
3234363840
33X 15236X 17036X 18236X 19436X 210
24X 8424X 9427X 8427X 8427X 94
12X 20.712X 20.715X 33.915X 33.915X 33.9
21X 10127X 8427X 8427X 8430X 99
23X .375029X .500029X .500029X .500032X .5000
4244464850
36X 21036X 23236X 23236X 25636X 256
27X 9430X 9930X 9930X 99
30X 116
15X 33.918X 42.718X 42.718X 51.918X 42.7
30X 9930X 99
33X 11833X 11833X 118
32X .500032X .500035X .625035X .625035X .6250
5254565860
36X 26036X 26036X 26036X 26036X 280
30X 12433X 11833X 13033X 13033X 130
18X 42.718X 51.918X 58.018X 58.018X 58.0
33X 11833X 11833X 11836X 15036X 150
35X .625035X .625035X .625038X .625038X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
20 TONNE RATED LOAD202224262830
16X 7716X 7716X 8916X 89
24X 10430X 132
18X 5018X 6018X 6021X 6221X 6221X 68
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6716X 6716X 6721X 6218X 7624X 68
18X .312518X .312518X .312523X .375020X .312526X .5000
3234363840
33X 14133X 15236X 16036X 17036X 182
21X 7324X 6824X 7624X 7624X 84
12X 20.715X 33.915X 33.915X 33.915X 33.9
24X 6824X 68
21X 10127X 8427X 84
26X .500026X .500023X .375029X .500029X .5000
4244464850
36X 19436X 21036X 21036X 23236X 232
27X 8427X 8427X 9427X 9430X 99
15X 33.918X 42.715X 33.918X 42.718X 42.7
27X 8427X 8430X 9930X 9930X 99
29X .500029X .500032X .500032X .500032X .5000
5254565860
36X 25636X 25636X 25636X 26036X 260
30X 9930X 99
30X 12430X 11630X 124
18X 51.918X 51.918X 42.718X 51.918X 58.0
33X 11833X 11833X 11833X 11833X 118
35X .625035X .625035X .625035X .625035X .6250
METRIC MEASURE (TONNES) DMR-3 TROLLEYS
27
SpanThru(ft) W
Ww/C Ww/PLW C W PL
20 TONNE RATED LOAD202224262830
16X 7716X 7716X 7716X 89
24X 10433X 130
16X 5718X 6018X 6021X 6221X 6221X 68
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6716X 6716X 6721X 6218X 7624X 68
18X .312518X .312518X .312523X .375020X .312526X .5000
3234363840
33X 14133X 15233X 15236X 17036X 182
21X 7324X 7624X 8424X 7624X 84
12X 20.712X 20.712X 20.715X 33.915X 33.9
24X 6824X 68
21X 10127X 8427X 84
26X .500026X .500023X .375029X .500029X .5000
4244464850
36X 19436X 21036X 21036X 23236X 232
27X 8427X 8427X 8427X 9430X 99
15X 33.915X 33.918X 42.718X 42.718X 42.7
27X 8427X 8430X 9930X 9930X 99
29X .500029X .500032X .500032X .500032X .5000
5254565860
36X 23236X 25636X 25636X 26036X 260
30X 9930X 99
30X 12430X 11633X 118
18X 51.918X 51.918X 42.718X 51.918X 51.9
33X 11833X 11833X 11833X 11833X 118
35X .625035X .625035X .625035X .625035X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
15 TONNE RATED LOAD
202224262830
16X 6716X 6716X 7716X 7716X 89
16X 100
18X 5018X 5018X 5024X 6218X 6018X 60
10X 15.310X 15.310X 15.310X 15.312X 20.712X 20.7
18X 5018X 5018X 5016X 6721X 6221X 62
20X .312520X .312520X .312518X .312523X .375023X .3750
3234363840
24X 10430X 13233X 14133X 15236X 160
21X 6221X 6221X 6824X 6224X 68
12X 20.712X 20.712X 20.715X 33.915X 33.9
21X 6224X 6824X 6824X 6824X 68
23X .375026X .500026X .500026X .500026X .5000
4244464850
36X 17036X 18236X 19436X 21036X 210
24X 6824X 7624X 8427X 8427X 84
15X 33.915X 33.915X 33.915X 33.918X 42.7
21X 10127X 8427X 8427X 8430X 99
23X .375029X .500029X .500029X .500032X .5000
5254565860
36X 23236X 23236X 23236X 25636X 256
27X 8427X 9430X 9930X 9930X 99
18X 42.718X 42.718X 42.718X 51.918X 51.9
30X 9930X 9930X 9930X 99
33X 118
32X .500032X .500032X .500032X .500035X .6250
SpanThru(ft) W
Ww/C Ww/PLW C W PL
10 TONNE RATED LOAD
202224262830
14X 5314X 6114X 6116X 6716X 7716X 77
16X 3614X 4318X 5018X 5018X 5018X 50
12X 20.712X 20.710X 15.310X 15.310X 15.310X 15.3
16X 3612X 5318X 5018X 5018X 5016X 67
18X .312514X .312520X .312520X .312520X .312518X .3125
3234363840
16X 8916X 89
16X 10030X 13233X 141
18X 5018X 6018X 6021X 6221X 68
12X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6721X 6221X 6221X 6221X 62
18X .312523X .375023X .375023X .375023X .3750
4244464850
33X 15233X 15236X 17036X 18236X 194
21X 6224X 6224X 6224X 6824X 68
15X 33.915X 33.915X 33.915X 33.915X 33.9
24X 6824X 6824X 6824X 6827X 84
26X .500026X .500026X .500026X .500029X .5000
5254565860
36X 19436X 21036X 23236X 23236X 232
24X 7624X 8427X 8427X 8427X 84
15X 33.915X 33.918X 42.718X 42.718X 42.7
27X 8427X 8427X 8427X 8430X 99
29X .500029X .500029X .500029X .500032X .5000
BEAM SIZE SELECTION FOR VARIOUS SPANS
METRIC MEASURE (TONNES)
LOADMAX TROLLEYS
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections and plate (PL).
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 70, revised 1994 and is based on thefollowing assumptions:
Rated TrolleyLoad Load Gage
10 Tonne 2781kg 84"15 3094 8420 3094 8425 3243 84
Tonnes are metric.DLFB, DLFT, HLF and IFD are assumed to be 1.1, 1.1, .15and .1 respectively.Bridge speed is assumed to be 150 FPM.Bridge class of service is assumed to be C.Assumed additional dead load is 5 kg/' for both front andback girders.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory for girder selection.
6. No additional loading such as footwalks, platforms, cabs,machinery, etc., is allowed.
28
SpanThru(ft) W
Ww/C Ww/PLW C W PL
25 TONNE RATED LOAD202224262830
16X 8916X 89
16X 10024X 10430X 13233X 141
18X 6518X 6518X 7121X 7324X 7624X 76
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
16X 6721X 6218X 7624X 6824X 6824X 68
18X .312523X .375020X .312526X .500026X .500026X .5000
3234363840
33X 15236X 17036X 18236X 18236X 194
24X 8424X 9424X 8427X 8427X 84
12X 20.712X 20.715X 33.915X 33.918X 42.7
21X 10127X 8427X 8427X 8430X 99
23X .375029X .500029X .500029X .500032X .5000
4244464850
36X 21036X 23236X 23236X 23236X 256
27X 9430X 9930X 9930X 99
30X 116
15X 33.918X 42.718X 42.718X 51.918X 42.7
30X 9930X 9930X 99
33X 11833X 118
32X .500032X .500032X .500035X .625035X .6250
5254565860
36X 25636X 26036X 26036X 26036X 280
30X 12433X 11830X 12433X 13033X 130
18X 42.718X 51.918X 58.018X 58.018X 58.0
33X 11833X 11833X 11836X 15036X 150
35X .625035X .625035X .625038X .625038X .6250
METRIC MEASURE (TONNES) LOADMAX TROLLEYS
NOTES
30
A. Seller warrants that its products and parts, when shipped, and itswork (including installation, construction and start-up), when performed,will meet applicable specifications, will be of good quality and will befree from defects in material and workmanship. All claims fordefective products or parts under this warranty must be made inwriting immediately upon discovery and, in any event, within one (1)year from shipment of the applicable item unless Seller specificallyassumes installation, construction or start-up responsibility. All claimsfor defective products or parts when Seller specifically assumesinstallation, construction or start-up responsibility, and all claims fordefective work must be made in writing immediately upon discoveryand, in any event, within one (1) year from completion of theapplicable work by Seller, provided, however, all claims for defectiveproducts and parts made in writing no later than eighteen (18) monthsafter shipment. Defective items must be held for Seller’s inspectionand returned to the original f.o.b. point upon request. THE‘FOREGOING IS EXPRESSLY IN LIEU OF ALL OTHERWARRANTIES WHATSOEVER, EXPRESS, IMPLIED ANDSTATUTORY, INCLUDING, WITHOUT LIMITATION, THE IMPLIEDWARRANTIES OF MERCHANTABILITY AND FITNESS.
WARRANTYWARRANTY AND LIMITATION OF REMEDY AND LIABILITY
B. Upon Buyer’s submission of a claim as provided above and itssubstantiation, Seller shall at its option either (i) repair or replace itsproduct, part or work at either the original f.o.b. point of delivery or atSeller’s authorized service station nearest Buyer or (ii) refund anequitable portion of the purchase price.
C. This warranty is contingent upon Buyer’s proper maintenance andcare of Seller’s products, and does not extend to normal wear andtear. Seller reserves the right to void warranty in event of Buyer’s useof inappropriate materials in the course of repair or maintenance, orif Seller’s products have been dismantled prior to submission to Sellerfor warranty inspection.
D. The foregoing is Seller’s only obligation and Buyer’s exclusiveremedy for breach of warranty, and is Buyer’s exclusive remedyhereunder by way of breach of contract, tort, strict liability or otherwise.In no event shall Buyer be entitled to or Seller liable for incidental orconsequential damages. Any action for breach of this agreementmust be commenced within one (1) year after the cause of action hasaccrued.
414 West Broadway Ave.P.O. Box 769
Muskegon, MI 49443-0769(800) 742-9269 Phone
(800) 742-9270 Fax