ASSEMBLY INSTRUCTION MANUAL SINGLE GIRDER UNDER RUNNING BRIDGES WITH INDIVIDUAL MOTOR DRIVEN AND HAND GEARED TRUCKS Rated Loads; 1 thru 10 tons / 2000 thru 20000 lbs. 1 thru 10 tonnes / 1000 thru 10000 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 proper instructions and warnings are not followed. Before starting construction the builder should become thoroughly familiar with all warnings, instructions and recommendations in this manual. Retain this manual for future reference and use. MARCH, 2000 COPYRIGHT 1999, Columbus Mckinnon Corporation PART NO. 113533-92
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 increasedif proper instructions and warnings are not followed. Before starting construction the builder should becomethoroughly familiar with all warnings, instructions and recommendations in this manual.
Retain this manual for future reference and use.
MARCH, 2000 COPYRIGHT 1999, Columbus Mckinnon Corporation PART NO. 113533-92
Page 2
The 5 tonne end trucks have 6 1/2” diameter solid wheels(maximum allowable load is 9000 pounds per pair ofwheels). 10 tonne end trucks have 8” diameter solid wheels(maximum allowable load is 16150 pounds per pair ofwheels). Maximum wheel load is with the bridge beamcentered on the wheelbase.
RUNWAYS: Runway beams on which these cranes willoperate must be amply strong to support crane bridge,hoisting equipment, and rated load. Runway beams mustbe in accordance with Table 1.4.1-1 of CMAA 74-latestedition. Runway stops must be positioned to contact bothends of the crane simultaneously.
MATERIAL TO BE PURCHASED LOCALLYTO COMPLETE A CRANE BRIDGE
STRUCTURAL STEEL: All structural steel should be firstquality, free from rust and excessive mill scale, and conformto ASTM A 36, Standard Specification for Structural Steel.
For the drawing identifying all dimensions, material sizes,location of cross shafting, brackets, etc.; refer to thefollowing chart:
Runway Beam Requirements
TruckWheel
Diameter
MinimumFlangeWidth
MaximumFlangeWidth
MinimumActualDepth
MaximumFlange
Thickness
6-1/2" 4-5/8" 12" See Fig. 3 1"
8" 4-5/8" 12" See Fig. 3 1-3/8"
TO BUILD UNDER RUNNINGSINGLE GIRDER CRANE BRIDGES
THE INFORMATION CONTAINED IN THIS MANUAL ISFOR INFORMATIONAL PURPOSES ONLY AND THEMANUFACTURER DOES NOT WARRANT OROTHERWISE GUARANTEE (IMPLIEDLY OREXPRESSLY) ANYTHING OTHER THAN THECOMPONENTS MANUFACTURED AND ASSUMES NOLEGAL RESPONSIBILITY (INCLUDING, BUT NOTLIMITED TO CONSEQUENTIAL DAMAGES) FORINFORMATION CONTAINED IN THIS MANUAL.
GENERAL - The assembly and manufacturing instructionsin this manual are for use in conjunction with themanufacturers components identified by Catalog numberslisted under the two types of drives covered by this manualon pages 14,15 and 16.
Although the supplied components are designed to conformwith the requirements of CMAA 74, Specification for TopRunning & Under Running Single Girder Electric OverheadTraveling Cranes Utilizing Under Running Trolley Hoist, itis the installer’s responsibility to assure that the finishedcrane assembly complies in total with all applicable local,state and national codes and standards including thosementioned herein. On a hand powered crane with anelectric hoist, a fused safety disconnect switch should beprovided and mounted on the bridge near the maincollectors. Crane wiring should be done by a licensedelectrician and be in accordance with the National ElectricCode (ANSI/NFPA 70).
The crane bridges described in this manual are intendedfor normal indoor service. Bridges to be used for outdoor orunusual service require special consideration.
This manual illustrates specific configurations for the rangeof coverage shown, specifically from 10 foot through 60foot spans and up to and including 10 tonne capacity. Minordeviations to the configurations shown (such as shaftbearing spacing, shaft lengths, etc.) may be made providingthat any changes and/or alterations to those shown, beperformed only by a properly qualified person. Themanufacturer accepts no responsibility for any alteredbridge configurations.
Material listed by catalog numbers on pages 14,15 and 16are applicable only to crane configurations outlined in thismanual, specifically limited to a maximum rated load of 10tonnes and a maximum span of 60 feet.
Cataloged end trucks listed on page 14 will accommodatethe beam sizes shown below. The crane builder mustdetermine that the runway beam selected (including itslower flange) will support the resulting maximum wheelload.
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 factoryauthorization.
DO use only factory provided replacement parts.
WARNING
Bridge Assembly Page
Individual DriveHand Powered
78
Page 3
STEP I
STEP II
BEAMCAMBERSIDE
CAMBERSTRING
NOTES:
1. CUT CHANNEL AND BEAM TO LENGTH
2. CENTER BEAM ON CHANNEL CROSSWISE AND LENGTHWISE
3. ALL WELD IS TO BE AWS CLASS E-70XXOR EQUIVALENT.
BEFORE WELDING.
1/4" 4-16
1/4"
WELD HEREBEFORE "C"CLAMPING
"C" CLAMP
DIMENSIONS ON BRIDGEASSEMBLY DRAWING
SUPPORT AT EXTREMEENDS OF CHANNEL
SET CHANNEL TO
REQUIRED.
(PAGE 7 or 8)
BRIDGE BEAMS: For each rated load, span and type ofbridge select bridge beam from the tables shown on pages16 through 29.
The beam which is selected to be used for the bridge girdermust be straight with flanges parallel to each other andflanges 90 degrees to the web. See Figure 1.
Figure 1.
11953CORRECT BEAM SELECTION
Figure 2.
12725D
NOTICE
A. All of the tables used in selection of structural steelbeams have been produced by our engineering departmentusing well-established design guides for this type of cranebridge. IT IS IMPORTANT THAT ALL INSTRUCTIONS BEFOLLOWED AND THAT RECOMMENDED COMPONENTAPPLICATION LIMITS NOT BE EXCEEDED.
B. Assembly of beam and channel requires welding. IT ISEXTREMELY IMPORTANT TO THE SAFETY OF THISBRIDGE THAT THIS WELDING BE DONE BY ACOMPETENT WELL-TRAINED WELDER. It is our strongrecommendation that the welder used in this constructionbe qualified as prescribed by the American Welding Society(AWS) Specification for Welding Industrial and Mill CranesD14.1 - latest issue.
Page 4
FABRICATION OF GIRDER FOR BRIDGEBEAM WITH CAPPING CHANNEL
Refer to Figure 2. Place channel on supports as shown inStep 1. The beam is sighted for camber and placed withcamber in direction shown in Step II. Weld one end of thechannel to the beam. Clamp, with "C" clamps, the channelto the beam flange. Provide sufficient "C" clamps so as tohold the channel in contact with the beam.
Weld in accordance with the weld information given, startingat one end, staggering the weld from side to side, proceedingto the opposite end of the channel without interruption. It isimportant to stagger the weld from side to side in order toretain beam straitness. After welding, draw a taut stringfrom end to end of beam as shown. Beam should either beparallel to string or have some camber. Camber should notexceed 1/888 of span.
CROSS SHAFTS: For hand geared cranes, cross shaftsare required. The cross shafts are to be of AISI 1018 colddrawn steel, with standard mill tolerance of +.000", -.002".For shaft diameter and lengths, refer to Figure 9, HandGeared Bridge Assembly. The builder must check that thecross shaft couplings clear cross shaft bearings.
ASSEMBLING THE END TRUCKS
1. Before assembling the girder to the end trucks, the trucksmust be properly spaced. When ever possible, measurethe widest flange width on the actual runway to be used.Use this flange width in Figure 3.
2. Loosen the jam nut and position the wheels by turning theadjusting bolt to give the dimensions in Figure 3. Once thewheel is in the desired location retighten the jam nut.
3. Once the wheels are in the desired location loosen theclamp collars on the cross shaft, position the cross shaftpinions such that they have full tooth contact with thegeared drive wheels, then retighten the clamp collars.
Figure 3.
ASSEMBLING BRIDGE GIRDERTO END TRUCKS
1. Refer to Figure 4.,
2. Support the bridge girder on level supports with thecamber side (channel side) up.
3. Layout and scribe the centerline (over the web) of theflange at each end of the girder.
4. Turn the trucks upside down and scribe a line at thecenter (midway between the wheels).
5. Across these centerlines scribe the gage of the truckchannels, 1 1/2” from the back of the channel for 6 1/2”diameter wheel trucks and 1-3/4” from the back of thechannel for 8” diameter wheel trucks.
6. Scribe the girder gage parallel to the truck centerline(which is also the centerline of the girder). Gages forvarious girders are shown below. See Figure 6.
Gage Table For Girders
S-Beams W-Beams
Beam Depth Gage Beam Flange Width Gage
7" & 8" 2-1/4" Thru 4" 2-1/4"
10" 2-3/4" Over 4" thru 5-3/4" 3-3/4"
12" 3" Over 5-3/4" thru 7-1/2" 3-1/2"
15" & 18" 3-1/2" Over 7-1/2" thru 13" 5-1/2"
20" & 24" 4"
Omission of trolley stops (clip angles) can result inloss of crane bridge with resultant injury and damage.
TO AVOID INJURY OR DAMAGE:
Install trolley stops on both ends of bridge beam toprevent the hoist trolley from running off the end of thebeam.
WARNING
Page 5
Figure 4.
12829A
7. Drill four holes (two in each channel flange) in each truck;drill 9/16" diameter holes in the 6 1/2" diameter wheeltrucks and 11/16" diameter holes in the 8" diameter wheeltrucks.
8. Turn the trucks over and place in position on the girder.Line up the girder and truck centerlines and line up thetrucks on the girder span lines.
9. Square trucks on top of girder and securely clamp inplace. Shim, if necessary to keep the bottom flange of thegirder level (See Figure 4). To check the distance betweentrucks, measure from the back of the inside channel at oneend of the span to the back of the outside channel at theother end of the span. This distance should equal the span.Check at both ends of the trucks to assure truck alignment.
10. As an alternate method there are measuring dimplesavailable on the top flange of the truck above the axles. Tocheck the squareness, use a spring scale on the end of asteel tape and measure diagonally across the crane. Thenmeasure across the opposite diagonal with the same forceon the scale. These dimensions should be within 1/16" ofeach other.
Any other method of squaring the trucks that givescomparable results may be used.
11. After squaring the truck double-check the span at bothends of the trucks. Using the holes in the truck channelflanges as templates, transfer punch the hole centers to thebridge beam and drill holes in the girders. Then ream theholes through the truck channel flanges and bridge girdersimultaneously. Ream to 5/8" diameter in the 6 1/2" diameterwheel trucks and 3/4" diameter in the 8" diameter wheeltrucks. To maintain alignment install proper fastener aseach hole is reamed before proceeding to the next hole.
12. Bolt the connections as shown in Figure 6. Use ASTMA 325 high strength bolts with matching nuts. Put the boltheads down. Tighten the connections per Section 8.d.1 ofthe AISC "Specifications for Structural Joints using ASTMA325 or 490 Bolts": tighten snug tight, then make 1/3 - 1/2more turn of the nut. In this position if a nut works off thenby regular inspection the bolt will be found and replaced.
INSTRUCTIONS FOR ASSEMBLINGINDIVIDUAL DRIVE CRANE BRIDGES
1. Refer to Figure 7, Motor Driven Bridge Assembly.
2. Prepare bridge girder with capping channel, if required(See Page 4).3. Follow instructions for assembling the end trucks andassembling the bridge girder to the end trucks as outlinedon Page 4.
4. The gear case (with wheel pinion), motor and brake areshipped as an assembly. Bolt this assembly to the side ofthe truck with four socket head cap screws with hardenedwashers and lock washers. Install vent plug in place of pipeplug at top of the gear case.
5. The electrical enclosure and fused disconnect switch isto be mounted where required by the crane builder. Assureall clearances.
6. Locate and fasten trolley stop angles at the ends of thegirder as shown on Figure 7.
Page 6
Figure 6.
12987
Page 7
ASSEMBLY (FIGURE 9)SEE MAIN COLLECTOR
3/16
3/16
TYP.
TYP. DC
B
1/4 BOTH-ENDS
B
ELECTRICAL CONTROLS
E F3/16
A A
ITEM QTY. DESCRIPTION2 X 2 X 3/16 SQ. TUBING X 24" LG.
1D 2 X 2 X 3/16 SQ. TUBING X 56 1/4" LG.2C
EF
2 X 2 X 3/16 SQ. TUBING X 56 5/16" LG.12 PLATE 1/4 X 7 X 84G ANGLE (SEE CHART IN FIGURE-10)
SEE FIGURE 10. FOR DIMENSIONS A AND B, SECTION A-A, B-B, AND ITEM G.
BEAM LENGTH = SPAN + 2A + 7
SPAN
WB/2
WHEELBASECHANNEL LENGTH = SPAN - 4'0"
4 52 13/1624
241/47
8 1
TROLLEY STOPTROLLEY STOP
"B"
"A"
3 1/2
DIMENSION "A" IS TOMACHINED SURFACE
B
G
A
6 5/8 MAX.5 15/16 MIN.
(DIMENSIONS TO MACHINED SURFACE)
1/2
Figure 7. Motor Driven Bridge Assembly.
439851A REV
Page 8
WHEEL-
WB/2
"B"
24" LENGTH OF CHANNEL = SPAN -4'-0" 24"
SPAN
B
B
SEE MATERIAL TABLES FOR REQUIRED NUMBER OF CROSS SHAFT BEARINGS AND COUPLINGS,
12"MAX.
2"
3"
TO NEARESTSUPPORT
CROSS SHAFT LENGTH
1/8" TYP.
APPROXIMATELY EQUALLENGTHS - MAXIMUM 20'-0".
L 3x2x1/4 ON APPROXIMATELYEQUAL SPACING (MAXIMUM 7'-0")ACROSS SPAN.
SEE MAIN COLLECTOR
C C
HANDCHAINWHEEL
DRILL THRU COUPLING ANDSHAFT 3/8" DIA. HOLE.
TROLLEY STOP
TROLLEY STOP
NUMBERCATALOGCOUPLINGCROSS
SHAFT
1-3/16"DIAMETER
8280 8282
HANDCHAIN
904625
BLOCKPILLOW
CAT. NO.WHEELCAT. NO.913115
HAND CHAIN
"A"
3 1/2
DIMENSION "A" IS TOMACHINED SURFACE
D
D
BEAM LENGTH = SPAN + 2A + 7
BA
C
D
E
F H
ITEM "C" ITEM "D" ITEM "E" ITEM "F" ITEM "H"
L 3x3x1/4x7LONG
SEE FIGURE 10. FOR DIMENSIONS A AND B, SECTIONS A-A, B-B, C-C, D-D, AND ITEMS E AND G.
G
AA
6 5/8 MAX.
BASE
ASSEMBLY (FIGURE 9)
CAT. NO.
5 15/16 MIN. (DIMENSIONS TO MACHINED SURFACE )
Figure 8. Hand Geared Bridge Assembly.
439852A REV
Page 9
SECTION C-C
Lc
cL
cLWHEEL
CROSS SHAFT
SECTION D-D
5 3/8" (6 1/2" DIA. WHEEL)
SECTION B-B
TYP.1/41/4
2"
TROLLEYSTOPLONGEST SIDE OF ANGLE
MOUNTED PERPENDICULARTO GIRDER WEB
DETAILS AND DIMENSIONS FOR FIGURES 7 AND 8
SECTION A-A
STOPTROLLEY
@ ASSEM.
1 3/16" SHAFT DIA.
CAT # 904625
1 11/16"
LOCKCOLLAR
E
1 3/64" 1/4
3"
TYP.
9/16" DIA2 HOLES
7"4 5/8"
1 3/16"
E
CROSS SHAFT
6 3/8" (8" DIA. WHEEL)
cL
SECTION D-D
c
c
WHEEL
L
L
"C"
WHEELCONTACT
A
B
G
(FROM FIGURE 8)
1 3/4"
Figure 10. Bridge Details.
446825
Page 10
INSTRUCTIONS FOR ASSEMBLINGA HAND GEARED CRANE BRIDGE
1. Refer to Figure 8, Hand Geared Bridge Assembly.
2. Prepare bridge girder with capping channel, if required(See Page 4).
3. Follow instructions for assembling bridge girder to endtrucks as outlined on Page 4.
4. Mount and bolt the hand geared drive adapter for thecross shaft to the side of the truck with four socket head capscrews with lock washers.
5. Locate and clamp cross shaft support angles to thegirder. Recheck that angles are level and square and finishbolting according to Figure 8.
6. Form pillow block supports by mounting the angle andplate together as shown in Section C-C of Figure 8. Mountthe completed assembly to the pillow blocks by bolting.
7. Place the proper number of pillow blocks (with supportangles) and couplings on each shaft section. Check toinsure that the vertical angle is in the correct relationshipwith the cross shaft support angle (back of angle to back ofangle). Notice that the separate bearing locking collar hasa counterbore on one side. This counterbore fits over theprotruding 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.
9. Set shafting in place, align pillow blocks to cross shaftsupport angles and clamp in place.
10. Check horizontal and vertical alignment of the crossshaft by using a taut line. Weld pillow block support anglesto the cross shaft support angles when alignment is assured.
11. Set space between cross shafts to 1/8". Positioncouplings and drill 3/8" diameter holes through the shaftand coupling using the holes in the coupling as a guide. Thecoupling has a predrilled hole through one side only. Hexhead bolts with lock washers and nuts then secure the shaftand coupling.
12. Slide bearing locking collars into place next to pillowblocks. Make sure that the counterbore in the collar is fittedover the extended race of the bearing. Fasten to shaft withsetscrew in locking collar.
13. Locate and fasten trolley stop angles at the ends of thegirder as shown on Figure 8.
PAINTING
After all bolting is completed and prior to installing the crossconductors, wire brush all steel and remove all foreignmatter. Grease spots are to be cleaned using commerciallyavailable solvent.
The electrical panel must be closed, and areas such as theswitch handle, Off-On identification, wheel gear and pinion,and nameplate, etc., must be masked prior to painting.
Any national brand zinc-rich, chromate primer may be usedand applied according to the manufacturer's directions.Final coat is recommended to be high gloss enamel,especially suited for steel surfaces and as recommendedby any national brand paint manufacturer. Application mustbe in accordance with manufacturer's recommendations.
MARKINGS
Codes require that the capacity of the bridge be shown onboth sides of the crane, legible from the floor. Normalpractice for marking is to use capacity in tons. For example:1 TON, 2 TON, etc. Stencil forms are readily available thatmay be used with brush on or spray-can paint. Commerciallyavailable block letters and numerals with adhesive backingcould also be used. Selection of size should be such thatthe sign can be easily read from the operating floor.
Page 11
Figure 9. Main Collector Assembly.
The builder's name shall also be placed on the crane in aprominent location along with a serial number or othermeans of crane identification.
NOTICE
The crane builder and user are responsible for markingthe crane and also to check for compliance with all local,state and national codes.
PUSH BUTTON SYSTEM
The preferred way of operating the controllers on the cranefrom the floor is a festooned system sold as a kit. This is tobe installed as shown in the literature supplied with thissystem.
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 festoonedsystem sold as a kit and it is to be installed as shown in theliterature supplied with this system.
12980
Improper grounding may cause electrical shock to theoperator.
TO AVOID INJURY OR DAMAGE:
This equipment must be effectively grounded accordingto applicable codes. Ordinarily the crane is groundedto the runway beam through contact with the wheels.Certain environments may prevent proper groundingby this means. In those cases, a 4th runway conductorshould be provided to assure adequate grounding.This also applies to the cross conductors and theelectrical contact between the trolley wheel and thebridge girder.
WARNING
MAIN COLLECTOR ASSEMBLY
Refer to Figure 9, Main Collector Assembly.
The collectors listed (Catalog Numbers 931077, 931078,931080 and 931099) are compatible with and will operateonly on conductor bars listed as Catalog Numbers forCrane Runways on page 15. The builder must check toensure that the proper spacing and location of the conductorswill clear all obstructions in the building.
Page 12
INSTALLATION OF THE CRANE BRIDGE
Only a qualified crane installer shall perform installation ofthe crane on the runway. For information regarding attachingand lifting or moving the loads during installation, refer toANSI B30.11 - latest edition, Chapter 11-3 and otherapplicable codes.
Prior to the start of any crane erection the building shouldbe measured for span and clearances. Thesemeasurements should be checked against thecorresponding crane measurements to insure correctnessof "fit". After assurances that the crane fits the building,determine orientation of the crane position with respect tothe runway.
Note: Minimum runway beam depth allows verticalclearance for the bridge wheels between therunway beam flanges. Encroachment of flangeconnections into this area may cause interference.
These types of cranes are usually lifted into position on thespan in one piece.
1. Open End Runway. If one end of the crane runway isopen and no interference is encountered the crane bridgecan be placed on the end of the runway. First recheck thedistance between the wheels. The distance between theinside faces of the wheel flanges should be the width of thebottom flange of the runway beam plus 1/4". See Figure 3.Note also that the dimensions from the flanges of therunway to the side of the truck should be equal as shownin Figure 3. If all dimensions are correct, lift the crane bridgeso that the wheels are level with the contact surface on therunway beam. Carefully move the crane bridge onto therunway.
2. Removable Runway Section. In some installations aremovable section of runway may be available. If so,remove runway section, install crane bridge as in paragraph1 and reinstall runway section.
3. Truck Side Removal. If the methods previously describedare not possible, one half of each truck must be removed.The trucks should already have been adjusted for theproper runway width, as in "Assembling the End Trucks".Disassemble the outside half of one truck and the insidehalf of the other truck. Retain all bolts, lock washers, crossshaft, and other parts that need to be removed. Lift thecrane bridge with the truck halves attached into place andcarefully work onto the runway. Reassemble the truckhalves with the proper bolts, lock washers, and cross shaftparts. Tighten the spacer block connections per Section8.d.1 of the AISC "Specifications for Structural Joints usingASTM A325 or 490 Bolts": tighten snug tight, then make1/3 more turn.
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 fused bridge control panelsare provided as options to assist users in complying withOSHA codes. When ordering with crane, they will becompletely installed inside of electrical enclosures.
Electrical service is to be connected to the crane equippedwith fused panels and mainline disconnect panels asshown in the proper wiring diagram. Wiring diagrams are inPart No. 113533-83, Wiring Diagrams for Bridge ControlPanels.
Working in or near exposed electrical equipmentpresents the danger of electric shock.
TO AVOID INJURY:
Before attempting any electrical connections, the mainpower switch feeding the runway must be locked in theopen (off) position.
WARNING
For a Crane Bridge mounted on a runway beam, theomission of end stops can result in loss of bridge withresultant injury and damage.
TO AVOID INJURY AND DAMAGE:
Install end stops to prevent crane from running off theend of the beam.
WARNING
End trucks not properly equipped with supplied safetydrop lugs and high strength bolts can result in loss ofcrane bridge with resultant injury and damage.
TO AVOID INJURY AND DAMAGE:
Be certain that prior to crane use the safety lugs arefirmly bolted in place using the supplied high strengthbolts.
WARNING
Improper power supply can damage electricalcomponents.
TO AVOID DAMAGE:
Power supply must be the same voltage, frequencyand phase as specified on the crane motor nameplates.
WARNING
Page 13
LUBRICATION
1. Wheel bearings are permanently lubricated and requireno additional lubricant.
2. Drive wheel gears are to be lubricated with an open typegear grease which is heavy, plastic, extreme pressure andtack such as MOBILTAC 375 NC or equal.
3. The gear case lubricant should be changed every yearor 2000 hours of service for moderate usage. The lubricantshould be changed more frequently if the service is moresevere. Use 17 ounces of AGMA extreme pressure lubricantnumber 5, compounded, (Mobilgear 630) if the ambienttemperature is 15° to 60°F or AGMA lubricant number 7,compounded, (Mobilgear 634) if the ambient temperatureis 50° to 125°F.
4. It is recommended that the areas of the cross shaftcovered by bearings and couplings are coated with FEL-PRO C5-A, or equal, anti-seize lubricant.
Before crane operation the vent plug must be in the properlocation in the gear case. The vent plug replaces the pipeplug in the highest location on the end of the gear case. SeePart No. 113533-82, Operating Instructions and Parts List,Bridge Drive Gear Case, included with drive.
BRAKE
A separate piece of literature in the literature packagecovers parts and adjustment of the brake.
OPERATION
Prior to placing the crane into service, OSHA requires thatthe user performs and records certain tests including proofloading the crane. Refer to ANSI B30.11-latest edition forinformation concerning 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)
Page 14
Rated Load Range(Tonnes)
Wheel Diameter(in)
For Spans Thru(ft) Wheel Base
Runway Flange Width(in) Catalog Number
Spacer Block Kit - (one per truck)
1 thru 10 Both thru 60' All
4-5/8 thru 6 232556-01
6-1/8 thru 7-1/2 232556-02
7-5/8 thru 9 232556-03
9-1/8 thru 10-1/2 232556-04
10-5/8 thru 12 232556-05
Cross Shaft Kit - (one per truck)
1 thru 10 Both thru 60' All
4-5/8 thru 6232552-01
6-1/8 thru 7-1/2
7-5/8 thru 9
232552-029-1/8 thru 10-1/2
10-5/8 thru 12
Bumper Kit - (one per truck)
1 thru 5 6-1/2All All All
232553-01
6 thru 10 8 232553-02
Material Listed Below is Required to Build These Bridge Cranes
These Trucks are Common to all Bridges
End Truck Assembly(one right and one left hand truck half)
Quantity of (2) Per Crane
Rated Load Range(Tonnes)
Wheel Diameter(in)
For Spans Thru(ft) Wheel Base Catalog Number
1 thru 5 6-1/2
36 4' - 6" 446350-01
48 6' - 0" 446350-05
60 7' - 6" 446350-09
6 thru 10 8
36 4' - 6" 446353-01
48 6' - 0" 446353-05
60 7' - 6" 446353-09
Page 15
Material Listed Below is Required to Build These Bridge Cranes
*LTI four wheel trolleys (one per hoist) with the wheelsequally loaded.Tons are short tons.DLFB, DLFT and HLF are assumed to be 1.1, 1.1 and .15respectively.IFD is assumed to be .1.Assumed additional dead load (for cross conductors) is6 #/'.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory for beam selection.
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
1 TON RATED LOAD
101214161820
7X 15.38X 18.48X 18.4
10X 25.410X 25.412X 31.8
7X 15.37X 15.37X 15.37X 15.38X 18.48X 18.4
6X 8.26X 8.26X 8.26X 8.27X 9.87X 9.8
8X 188X 188X 218X 218X 218X 24
8X 158X 158X 158X 188X 18
12X 22
7X 9.87X 9.87X 9.8
8X 11.58X 11.57X 9.8
2224262830
12X 40.812X 40.812X 40.8
— —— —
8X 18.410X 25.410X 25.410X 25.412X 31.8
10X 15.37X 9.87X 9.87X 9.8
8X 11.5
8X 2810X 3010X 3310X 3310X 39
12X 2212X 2212X 2212X 2212X 22
7X 9.87X 9.87X 9.87X 9.87X 9.8
3234363840
— —— —— —— —— —
12X 31.812X 31.812X 31.812X 40.815X 42.9
8X 11.58X 11.58X 11.57X 9.8
8X 11.5
12X 4012X 4512X 4512X 5014X 53
12X 2212X 2612X 2614X 3014X 30
7X 9.810X 15.310X 15.39X 13.49X 13.4
4244464850
— —— —— —— —— —
15X 42.915X 42.915X 42.915X 42.9
— —
8X 11.5 9X 13.4 9X 13.412X 20.7
— —
— —— —— —— —— —
14X 3016X 3616X 3616X 3618X 50
12X 20.710X 15.310X 15.310X 15.310X 15.3
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
18X 5018X 5018X 5018X 5021X 62
10X 15.310X 15.312X 20.712X 20.712X 20.7
6. No additional loading such as footwalks, platforms, cabs,machinery, etc., is allowed.
7. Beam substitution is allowed by going to an increasedspan, but not by going to an increased load.
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
3 TON RATED LOAD
101214161820
12X 40.812X 40.812X 40.818X 54.718X 54.720X 66.0
12X 31.812X 40.812X 40.812X 40.812X 40.812X 40.8
8X 11.57X 9.87X 9.87X 9.87X 9.87X 9.8
12X 3512X 3516X 4014X 4314X 4814X 48
10X 3910X 3910X 3910X 3912X 4014X 43
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
20X 66.024X 80.024X 80.020X 86.020X 96.0
12X 40.812X 40.818X 54.718X 54.718X 54.7
9X 13.412X 20.79X 13.49X 13.49X 13.4
14X 4812X 5014X 5312X 5812X 58
14X 4318X 5018X 5018X 5018X 50
12X 20.710X 15.310X 15.310X 15.310X 15.3
3234363840
— —— —— —— —— —
18X 54.718X 54.718X 54.718X 54.720X 66.0
9X 13.49X 13.4
12X 20.712X 20.712X 20.7
14X 6116X 6714X 6814X 7416X 89
18X 5016X 5016X 5016X 5016X 57
10X 15.312X 20.712X 20.712X 20.712X 20.7
4244464850
— —— —— —— —— —
20X 66.020X 66.020X 66.020X 66.020X 66.0
12X 20.712X 20.712X 20.715X 33.915X 33.9
16X 89— —— —— —— —
16X 5718X 6018X 6021X 6221X 68
12X 20.712X 20.712X 20.712X 20.712X 20.7
5254565860
— —— —— —— —— —
20X 66.024X 80.024X 80.024X 80.024X 80.0
15X 33.915X 33.915X 33.915X 33.915X 33.9
— —— —— —— —— —
21X 6221X 6821X 6821X 7324X 76
15X 33.915X 33.915X 33.915X 33.915X 33.9
Page 18
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
10 TON RATED LOAD
101214161820
24X 80.020X 86.0
24X 106.024X 106.024X 106.024X 106.0
20X 66.020X 66.024X 80.024X 80.024X 80.024X 90.0
9X 13.410X 15.310X 15.310X 15.312X 20.712X 20.7
21X 8316X 8921X 93
16X 10016X 10018X 119
18X 7121X 8321X 8321X 9321X 9321X 93
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
24X 121.0— —— —— —— —
24X 80.024X 90.0
24X 106.024X 106.024X 106.0
15X 33.915X 33.912X 20.712X 20.712X 20.7
18X 11918X 11924X 13121X 13233X 141
21X 9321X 9321X 93
27X 11427X 114
15X 33.915X 33.918X 51.915X 33.915X 33.9
3234363840
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 121.0
12X 20.715X 33.915X 33.915X 40.015X 40.0
24X 14624X 14624X 14624X 14624X 162
27X 11427X 11430X 13230X 13230X 132
18X 42.718X 42.715X 33.915X 33.915X 33.9
4244464850
— —— —— —— —— —
24X 121.0— —— —— —— —
18X 42.7— —— —— —— —
24X 162— —— —— —— —
30X 13230X 13224X 14624X 14624X 162
18X 42.718X 42.718X 42.718X 51.918X 42.7
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
24X 16224X 16224X 16236X 17036X 170
18X 42.718X 42.718X 42.718X 42.718X 51.9
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
5 TON RATED LOAD
101214161820
18X 54.718X 54.720X 66.020X 66.020X 66.024X 80.0
12X 40.812X 40.812X 40.818X 54.718X 54.718X 54.7
7X 9.88X 11.5
12X 20.79X 13.49X 13.4
10X 15.3
16X 5016X 5014X 5316X 5716X 5718X 65
18X 5018X 5012X 5016X 5016X 5024X 62
10X 15.310X 15.312X 20.712X 20.712X 20.710X 15.3
2224262830
20X 86.020X 86.024X106.024X106.024X106.0
18X 54.720X 66.020X 66.020X 66.020X 66.0
12X 20.79X 13.49X 13.49X 13.49X 13.4
18X 6518X 7114X 7416X 7714X 82
16X 5716X 5716X 5718X 6018X 65
12X 20.712X 20.712X 20.712X 20.712X 20.7
3234363840
— —— —— —— —— —
20X 66.020X 66.020X 66.020X 66.024X 80.0
10X 15.312X 20.715X 33.915X 33.912X 20.7
14X 8216X 8916X 89
16X 10016X 100
18X 6518X 7118X 7118X 7121X 83
12X 20.712X 20.712X 20.712X 20.712X 20.7
4244464850
— —— —— —— —— —
24X 80.024X 80.024X 80.024X 80.024X 80.0
15X 33.915X 33.915X 33.915X 33.915X 33.9
— —— —— —— —— —
21X 8321X 8321X 9321X 8321X 83
12X 20.712X 20.712X 20.715X 33.915X 33.9
5254565860
— —— —— —— —— —
24X 80.024X 90.0
24X106.024X106.024X106.0
15X 33.915X 40.015X 33.915X 33.915X 40.0
— —— —— —— —— —
21X 8324X 8424X 9424X 9424X 94
18X 42.718X 42.715X 33.915X 33.918X 42.7
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
7½ TON RATED LOAD
101214161820
20X 75.024X 80.024X 80.020X 86.0
24X 106.024X 106.0
20X 66.020X 66.020X 66.020X 66.020X 66.024X 80.0
9X 13.49X 13.49X 13.4
10X 15.312X 20.710X 15.3
18X 6518X 7118X 7114X 8214X 8210X 88
16X 5716X 5718X 6518X 6518X 7118X 71
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
24X 106.024X 106.024X 121.0
— —— —
24X 80.024X 80.024X 80.024X 80.024X 80.0
10X 15.312X 20.712X 20.715X 33.915X 33.9
16X 8921X 93
16X 10016X 10027X 114
21X 8321X 8321X 8321X 9321X 93
12X 20.712X 20.712X 20.712X 20.712X 20.7
3234363840
— —— —— —— —— —
24X 90.024X 106.024X 106.024X 106.024X 106.0
15X 33.912X 20.712X 20.712X 20.712X 20.7
30X 132— —— —— —— —
21X 9321X 9321X 9321X 9321X 93
12X 20.712X 20.715X 33.915X 33.918X 42.7
4244464850
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
15X 33.915X 33.915X 33.915X 33.915X 40.0
— —— —— —— —— —
27X 10227X 11427X 11427X 11427X 114
18X 42.715X 33.915X 33.915X 33.915X 33.9
5254565860
— —— —— —— —— —
24X 121.024X 121.024X 121.0
— —— —
15X 40.018X 42.718X 58.0
— —— —
— —— —— —— —— —
27X 11430X 12430X 13230X 12430X 132
18X 42.715X 33.915X 33.918X 42.718X 42.7
ENGLISH MEASURE (TONS) - MOTOR DRIVEN BRIDGE
Page 19
BEAM SIZE SELECTION FOR VARIOUS SPANS
ENGLISH MEASURE (TONS) - HAND GEARED BRIDGE
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections.
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 74, revised 1994 and is based on thefollowing assumptions:
Hoist + * AllowableRated Trolley Wheel Allowable FlangeLoad Dead Load Diameter Flange Width Thickness1 Ton 500# 4" 9-1/8" 11/16"
*LTI four wheel trolleys (one per hoist) with the wheelsequally loaded.Tons are short tons.DLFB, DLFT and HLF are assumed to be 1.1, 1.1 and .15respectively.IFD is assumed to be 0.Assumed additional dead load (for cross conductors andcross shaft) is 13 #/'.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory 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 increasedspan, but not by going to an increased load.
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
1 TON RATED LOAD
101214161820
7X 15.37X 15.37X 15.38X 18.48X 23.0
10X 25.4
7X 15.37X 15.37X 15.37X 15.38X 18.48X 18.4
6X 8.26X 8.26X 8.26X 8.27X 9.87X 9.8
8X 158X 158X 158X 188X 188X 21
8X 158X 158X 158X 158X 18
12X 22
7X 9.87X 9.87X 9.87X 9.8
8X 11.57X 9.8
2224262830
10X 25.412X 31.812X 31.812X 35.012X 40.8
10X 25.410X 25.410X 25.410X 25.412X 31.8
7X 9.87X 9.87X 9.87X 9.8
8X 11.5
10X 2610X 2610X 3010X 3014X 34
12X 2212X 2212X 2212X 2212X 22
7X 9.87X 9.87X 9.87X 9.87X 9.8
3234363840
12X 40.8 15X 42.9
— —— —— —
12X 31.812X 31.812X 31.812X 40.815X 42.9
8X 11.58X 11.59X 13.49X 13.48X 11.5
12X 3514X 3812X 4014X 4314X 48
12X 2212X 2614X 3014X 3014X 30
7X 9.89X 13.49X 13.49X 13.49X 13.4
4244464850
— —— —— —— —— —
15X 42.9 15X 42.9 15X 42.9
— —— —
8X 11.5 8X 11.5 8X 11.5
— —— —
14X 4814X 5321X 6221X 6824X 76
16X 3616X 3616X 3616X 3618X 50
10X 15.310X 15.310X 15.312X 20.710X 15.3
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
24X 76— —— —— —— —
18X 5018X 5018X 5024X 6224X 62
10X 15.310X 15.310X 15.310X 15.310X 15.3
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
3 TON RATED LOAD
101214161820
12X 31.812X 35.012X 40.812X 40.812X 40.812X 40.8
12X 31.812X 31.812X 40.812X 40.812X 40.812X 40.8
8X 11.58X 11.57X 9.87X 9.87X 9.87X 9.8
10X 3010X 3012X 3512X 3512X 3514X 38
10X 3910X 3910X 3910X 3912X 4014X 43
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
12X 40.812X 50.018X 54.720X 66.020X 66.0
12X 40.812X 40.815X 42.915X 50.018X 54.7
7X 9.87X 9.8
8X 11.58X 11.59X 13.4
16X 4014X 4312X 4514X 4814X 48
14X 4314X 4318X 5018X 5018X 50
12X 20.712X 20.710X 15.310X 15.310X 15.3
3234363840
20X 66.024X 80.024X 80.024X 80.020X 86.0
18X 54.718X 54.718X 54.718X 54.718X 54.7
9X 13.49X 13.49X 13.49X 13.49X 13.4
14X 5314X 6118X 6516X 6716X 67
18X 5018X 5018X 5018X 5018X 50
10X 15.310X 15.310X 15.310X 15.310X 15.3
4244464850
— —— —— —— —— —
18X 54.718X 54.720X 66.020X 66.020X 66.0
9X 13.412X 20.79X 13.49X 13.4
10X 15.3
16X 7716X 8916X 89
27X 10227X 114
24X 6224X 6224X 6224X 6221X 62
10X 15.310X 15.310X 15.310X 15.312X 20.7
5254565860
— —— —— —— —— —
24X 80.024X 80.024X 80.024X 80.024X 80.0
10X 15.310X 15.310X 15.312X 20.712X 20.7
27X 114 27X 114 30X 124
— —— —
21X 6224X 6224X 6824X 6824X 68
12X 20.712X 20.712X 20.712X 20.712X 20.7
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
2 TON RATED LOAD
101214161820
10X 25.410X 25.410X 25.410X 25.412X 31.812X 31.8
10X 25.410X 25.410X 25.410X 25.410X 25.412X 31.8
7X 9.87X 9.87X 9.87X 9.87X 9.8
8X 11.5
10X 1912X 2212X 2210X 2610X 2610X 30
12X 2212X 2212X 2212X 2212X 2210X 26
7X 9.87X 9.87X 9.87X 9.87X 9.8
9X 13.4
2224262830
12X 35.0 12X 40.8 12X 40.8 12X 50.0
— —
12X 31.812X 31.812X 31.812X 31.812X 40.8
8X 11.58X 11.58X 11.58X 11.57X 9.8
10X 3014X 3412X 3512X 4012X 40
16X 3616X 3616X 3616X 3616X 36
10X 15.310X 15.310X 15.310X 15.310X 15.3
3234363840
— —— —— —— —— —
15X 42.915X 42.915X 42.915X 42.915X 50.0
8X 11.58X 11.58X 11.58X 11.59X 13.4
14X 4314X 4814X 5314X 6114X 61
16X 3612X 4014X 4314X 4318X 50
10X 15.312X 20.712X 20.712X 20.710X 15.3
4244464850
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
16X 6716X 6716X 6718X 7618X 76
18X 5018X 5018X 5018X 5018X 50
10X 15.310X 15.310X 15.310X 15.312X 20.7
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
24X 6224X 6221X 6221X 6224X 62
10X 15.310X 15.312X 20.712X 20.712X 20.7
Page 20
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
5 TON RATED LOAD
101214161820
12X 40.812X 40.815X 42.918X 54.718X 54.718X 54.7
12X 40.812X 40.812X 40.812X 50.018X 54.718X 54.7
7X 9.87X 9.87X 9.8
8X 11.59X 13.49X 13.4
10X 4516X 4518X 4618X 4618X 4616X 50
18X 5018X 5018X 5018X 5016X 5016X 50
10X 15.310X 15.310X 15.310X 15.312X 20.712X 20.7
2224262830
18X 54.720X 66.020X 66.024X 80.024X 80.0
18X 54.718X 54.718X 54.720X 66.020X 66.0
9X 13.49X 13.49X 13.49X 13.49X 13.4
18X 5516X 5716X 5718X 6514X 68
24X 6224X 6224X 6216X 5716X 57
10X 15.310X 15.310X 15.312X 20.712X 20.7
3234363840
24X 80.020X 96.0
24X 106.024X 106.024X 106.0
20X 66.020X 66.020X 66.020X 66.020X 66.0
9X 13.49X 13.49X 13.49X 13.49X 13.4
24X 7616X 7716X 7716X 8924X 94
18X 6018X 6518X 6518X 6518X 71
12X 20.712X 20.712X 20.712X 20.712X 20.7
4244464850
24X 106.0— —— —— —— —
20X 66.024X 80.024X 80.024X 80.024X 80.0
10X 15.310X 15.310X 15.310X 15.312X 20.7
27X 10227X 11427X 11430X 12430X 132
18X 7121X 7321X 7321X 8321X 83
12X 20.712X 20.712X 20.712X 20.712X 20.7
5254565860
— —— —— —— —— —
24X 80.024X 90.024X 80.0
24X 106.024X 106.0
12X 20.712X 20.715X 33.912X 20.712X 20.7
— —— —— —— —— —
24X 8424X 8424X 8424X 9424X 94
12X 20.712X 20.712X 20.712X 20.715X 33.9
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
7½ TON RATED LOAD
101214161820
20X 66.020X 66.020X 66.020X 66.020X 66.020X 66.0
20X 66.020X 66.020X 66.020X 66.020X 66.020X 66.0
9X 13.49X 13.49X 13.49X 13.49X 13.49X 13.4
16X 5716X 5718X 6518X 6518X 6518X 71
16X 5716X 5716X 5718X 6518X 6518X 65
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
24X 80.024X 80.024X 80.020X 86.0
24X 106.0
20X 66.024X 80.024X 80.024X 80.024X 80.0
9X 13.410X 15.310X 15.310X 15.310X 15.3
18X 7118X 7121X 8321X 8321X 83
18X 7118X 7118X 7121X 8321X 83
12X 20.712X 20.712X 20.712X 20.712X 20.7
3234363840
24X 106.024X 106.024X 106.0
— —— —
24X 80.024X 80.024X 90.0
24X 106.024X 106.0
10X 15.310X 15.310X 15.312X 20.712X 20.7
21X 9324X 94
27X 10227X 11427X 114
21X 8321X 8321X 9321X 9321X 93
12X 20.712X 20.712X 20.712X 20.712X 20.7
4244464850
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
12X 20.712X 20.712X 20.712X 20.712X 20.7
30X 13230X 132
— —— —— —
21X 9321X 9324X 94
27X 10227X 114
12X 20.712X 20.712X 20.715X 33.915X 33.9
5254565860
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 121.0
— —
12X 20.715X 33.915X 50.018X 58.0
— —
— —— —— —— —— —
27X 11427X 11427X 11427X 11427X 114
15X 33.915X 33.915X 33.915X 33.915X 33.9
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
10 TON RATED LOAD
101214161820
20X 66.020X 66.020X 66.020X 75.024X 80.024X 80.0
20X 66.020X 66.020X 66.020X 66.024X 80.024X 80.0
9X 13.49X 13.49X 13.49X 13.4
10X 15.310X 15.3
18X 7118X 7121X 8321X 8321X 9321X 93
18X 7118X 7121X 8321X 8321X 8321X 93
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
24X 80.020X 86.0
24X 106.024X 106.024X 106.0
24X 80.024X 80.024X 80.0
24X 100.024X 106.0
10X 15.310X 15.312X 20.710X 15.312X 20.7
21X 9321X 9321X 93
27X 11427X 114
21X 9321X 9321X 9321X 93
27X 114
12X 20.712X 20.712X 20.712X 20.715X 33.9
3234363840
24X 121.0— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
12X 20.712X 20.712X 20.712X 20.712X 20.7
27X 11427X 11418X 11924X 13124X 131
27X 11427X 11427X 11427X 11427X 114
15X 33.915X 33.915X 33.915X 33.918X 42.7
4244464850
— —— —— —— —— —
24X 106.024X 106.024X 121.024X 121.0
— —
12X 20.712X 20.712X 20.715X 40.0
— —
21X 13224X 14624X 14624X 14624X 162
30X 12430X 12430X 13230X 13230X 132
15X 33.915X 33.915X 33.915X 33.915X 33.9
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
24X 16236X 21036X 210
— —— —
30X 13230X 13233X 14136X 15036X 170
15X 33.915X 33.915X 33.918X 42.718X 42.7
ENGLISH MEASURE (TONS) - HAND GEARED BRIDGE
Page 21
BEAM SIZE SELECTION FOR VARIOUS SPANS
METRIC MEASURE (TONNES) - MOTOR DRIVEN BRIDGE
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections.
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 74, revised 1994 and is based on thefollowing assumptions:
*LTI four wheel trolleys (one per hoist) with the wheelsequally loaded.DLFB, DLFT and HLF are assumed to be 1.1, 1.1 and .15respectively.IFD is assumed to be .1.Assumed additional dead load (for cross conductors) is2.72 kg/'.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory 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 increasedspan, but not by going to an increased load.
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
1 TONNE RATED LOAD
101214161820
8X 18.48X 18.48X 23.0
10X 25.412X 31.812X 31.8
7X 15.37X 15.37X 15.38X 18.48X 18.48X 18.4
6X 8.26X 8.26X 8.27X 9.87X 9.87X 9.8
8X 218X 218X 218X 218X 248X 24
8X 158X 158X 188X 18
12X 2212X 22
7X 9.87X 9.8
8X 11.58X 11.57X 9.87X 9.8
2224262830
12X 40.812X 40.812X 50.0
— —— —
10X 25.410X 25.410X 25.410X 25.412X 31.8
7X 9.87X 9.87X 9.87X 9.8
8X 11.5
8X 2810X 3310X 3310X 3310X 39
12X 2212X 2212X 2212X 2212X 22
7X 9.87X 9.87X 9.87X 9.87X 9.8
3234363840
— —— —— —— —— —
12X 31.812X 31.812X 31.815X 42.915X 42.9
8X 11.58X 11.5
10X 15.38X 11.58X 11.5
12X 4012X 4514X 4812X 5024X 76
12X 2212X 2614X 3014X 3014X 30
8X 11.510X 15.39X 13.49X 13.49X 13.4
4244464850
— —— —— —— —— —
15X 42.915X 42.915X 42.9
— —— —
8X 11.5 9X 13.410X 15.3
— —— —
— —— —— —— —— —
16X 3616X 3616X 3616X 3618X 50
10X 15.310X 15.310X 15.312X 20.710X 15.3
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
18X 5018X 5018X 5021X 6221X 62
10X 15.312X 20.712X 20.712X 20.712X 20.7
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
3 TONNE RATED LOAD
101214161820
12X 40.812X 40.818X 54.718X 54.718X 54.720X 66.0
12X 40.812X 40.812X 40.812X 40.812X 40.812X 40.8
7X 9.87X 9.87X 9.87X 9.8
8X 11.510X 15.3
12X 3518X 4010X 4510X 4514X 4814X 48
10X 3910X 3912X 4014X 4314X 4318X 50
12X 20.712X 20.712X 20.712X 20.712X 20.710X 15.3
2224262830
20X 75.024X 80.020X 86.020X 86.0
— —
18X 54.718X 54.718X 54.718X 54.718X 54.7
9X 13.49X 13.49X 13.49X 13.4
10X 15.3
12X 5014X 5314X 5314X 6114X 61
18X 5018X 5018X 5018X 5016X 50
10X 15.310X 15.310X 15.310X 15.312X 20.7
3234363840
— —— —— —— —— —
18X 54.718X 54.720X 66.020X 66.020X 66.0
12X 20.712X 20.79X 13.4
10X 15.312X 20.7
16X 6714X 6814X 7414X 8216X 89
16X 5016X 5016X 5716X 5716X 57
12X 20.712X 20.712X 20.712X 20.712X 20.7
4244464850
— —— —— —— —— —
20X 66.020X 66.020X 66.020X 66.020X 66.0
12X 20.712X 20.715X 33.915X 33.915X 33.9
16X 89— —— —— —— —
18X 6018X 6018X 6521X 6821X 68
12X 20.712X 20.712X 20.712X 20.715X 33.9
5254565860
— —— —— —— —— —
24X 80.024X 80.024X 80.024X 80.024X 80.0
15X 33.915X 33.915X 33.915X 33.915X 33.9
— —— —— —— —— —
21X 6821X 6821X 7324X 7624X 76
15X 33.915X 33.915X 33.915X 33.915X 33.9
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
2 TONNE RATED LOAD
101214161820
12X 31.812X 31.812X 35.012X 40.812X 40.812X 40.8
10X 25.410X 25.410X 25.412X 31.812X 31.812X 31.8
7X 9.87X 9.8
9X 13.48X 11.58X 11.58X 11.5
10X 2610X 3010X 3010X 3012X 3512X 35
12X 2212X 2212X 2210X 2616X 3616X 36
7X 9.87X 9.87X 9.8
12X 20.710X 15.310X 15.3
2224262830
— —— —— —— —— —
12X 31.812X 40.812X 40.812X 40.812X 40.8
9X 13.47X 9.87X 9.87X 9.87X 9.8
10X 3912X 4014X 4312X 4512X 50
16X 3616X 3610X 3910X 3912X 40
10X 15.310X 15.312X 20.712X 20.712X 20.7
3234363840
— —— —— —— —— —
15X 42.915X 42.915X 42.915X 42.915X 50.0
8X 11.58X 11.59X 13.4
10X 15.312X 20.7
12X 5312X 5814X 6114X 6118X 76
12X 4014X 4314X 4314X 4318X 50
12X 20.712X 20.712X 20.712X 20.710X 15.3
4244464850
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
18X 76— —— —— —— —
18X 5018X 5018X 5018X 5021X 62
10X 15.310X 15.312X 20.712X 20.712X 20.7
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
21X 6221X 6821X 6221X 6221X 62
12X 20.712X 20.715X 33.915X 33.915X 33.9
Page 22
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
7½ TONNE RATED LOAD
101214161820
24X 80.024X 80.020X 86.0
24X 106.024X 106.024X 106.0
20X 66.020X 66.020X 66.024X 80.024X 80.024X 80.0
9X 13.49X 13.4
12X 20.710X 15.310X 15.312X 20.7
18X 7118X 7114X 8221X 8316X 8921X 93
18X 6518X 6518X 7118X 7121X 8321X 83
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
24X 106.024X 106.0
— —— —— —
24X 80.024X 80.024X 80.0
24X 106.024X 106.0
12X 20.715X 33.915X 33.912X 20.712X 20.7
21X 9316X 10016X 10027X 11430X 132
21X 8321X 9321X 9321X 9321X 93
12X 20.712X 20.712X 20.712X 20.712X 20.7
3234363840
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
12X 20.712X 20.712X 20.712X 20.715X 33.9
— —— —— —— —— —
21X 9321X 9321X 93
27X 11427X 114
15X 33.915X 33.918X 42.715X 33.915X 33.9
4244464850
— —— —— —— —— —
24X 106.024X 106.024X 121.024X 121.024X 121.0
15X 33.915X 33.915X 33.918X 42.718X 51.9
— —— —— —— —— —
27X 11427X 11427X 11430X 12430X 132
15X 33.915X 33.918x 42.715X 33.915X 33.9
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
30X 13230X 13230X 13230X 13230X 132
15X 33.915X 33.918x 42.718x 42.718x 58.0
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
5 TONNE RATED LOAD
101214161820
18X 54.720X 66.020X 66.020X 66.024X 80.024X 80.0
12X 40.818X 54.718X 54.718X 54.718X 54.720X 66.0
8X 11.59X 13.49X 13.49X 13.4
12X 20.79X 13.4
16X 5016X 5716X 5718X 6018X 6518X 65
12X 5012X 5016X 5016X 5716X 5716X 57
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
20X 86.020X 96.0
24X 106.024X 106.024X 121.0
20X 66.020X 66.020X 66.020X 66.020X 66.0
9X 13.49X 13.49X 13.4
10X 15.312X20.7
18X 7114X 7414X 8214X 8216X 89
16X 5718X 6018X 6518X 6518X 71
12X 20.712X 20.712X 20.712X 20.712X 20.7
3234363840
— —— —— —— —— —
24X 80.024X 80.024X 80.024X 80.024X 80.0
10X 15.310X 15.312X 20.712X 20.715X 33.9
16X 89 16X 89 16X 100 16X 100
— —
18X 7118X 7121X 8321X 8321X 83
12X 20.712X 20.712X 20.712X 20.712X 20.7
4244464850
— —— —— —— —— —
24X 80.024X 80.024X 80.024X 80.024X 90.0
15X 33.915X 33.915X 33.915X 40.015X 40.0
— —— —— —— —— —
21X 8321X 9321X 9321X 8321X 93
12X 20.712X 20.712X 20.718X 42.715X 33.9
5254565860
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
15X 33.915X 33.915X 33.915X 40.015X 40.0
— —— —— —— —— —
21X 9324X 9424X 9424X 94
27X 102
15X 33.915X 33.915X 33.918X 42.718X 42.7
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
10 TONNE RATED LOAD
101214161820
20X 86.024X 106.024X 106.024X 106.024X 106.0
— —
20X 66.024X 80.024X 80.024X 80.024X 80.0
24X 106.0
12X 20.710X 15.310X 15.312X 20.715X 33.912X 20.7
21X 9321X 93
18X 11918X 11918X 11918X 119
21X 8321X 9321X 9321X 9321X 9321X 93
12X 20.712X 20.712X 20.712X 20.715X 33.915X 33.9
2224262830
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
12X 20.712X 20.712X 20.712X 20.715X 33.9
18X 11921X 13224X 14624X 14624X 146
21X 9327X 11427X 11427X 11430X 132
18X 51.915X 33.915X 33.918X 42.715X 33.9
3234363840
— —— —— —— —— —
24X 106.024X 106.024X 121.024X 121.0
— —
15X 33.915X 40.018X 42.718X 45.8
— —
24X 14624X 16224X 16224X 16224X 162
30X 13230X 13230X 13230X 13224X 146
15X 33.915X 33.915X 33.918X 42.718X 42.7
4244464850
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
24X 162— —— —— —— —
24X 14624X 16224X 16224X 16224X 162
18X 51.918X 42.718X 42.718X 42.718X 42.7
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
36X 17036X 17036X 17036X 17036X 182
18X 42.718X 42.718X 42.718X 51.918X 51.9
METRIC MEASURE (TONNES) - MOTOR DRIVEN BRIDGE
Page 23
BEAM SIZE SELECTION FOR VARIOUS SPANS
METRIC MEASURE (TONNES) - HAND GEARED BRIDGE
1. Section designation is in accordance with AISC.
2. Beam sizes listed are American standard (S) beams, wideflange (W) and channel (C) sections.
3. Use ASTM A 36 grade steel, first quality, free of rust andexcessive mill scale.
4. The bridge is designed in accordance with CMAASpecification 74, revised 1994 and is based on thefollowing assumptions:
*LTI four wheel trolleys (one per hoist) with the wheelsequally loaded.DLFB, DLFT and HLF are assumed to be 1.1, 1.1 and .15respectively.IFD is assumed to be 0.Assumed additional dead load (for cross conductors andcross shaft) is 5.90 kg/'.The bridge is assumed to be an indoor bridge.
5. If any of the above assumptions are exceeded contact thefactory 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 increasedspan, but not by going to an increased load.
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
1 TONNE RATED LOAD
101214161820
7X 15.37X 15.37X 15.38X 18.48X 23.0
10X 25.4
7X 15.37X 15.37X 15.37X 15.38X 18.48X 18.4
6X 8.26X 8.26X 8.27X 9.87X 9.87X 9.8
8X 158X 15
10X 178X 188X 21
10X 22
8X 158X 158X 158X 18
12X 2212X 22
7X 9.87X 9.87X 9.8
8X 11.57X 9.87X 9.8
2224262830
10X 25.412X 31.812X 31.812X 40.812X 40.8
10X 25.410X 25.410X 25.410X 25.412X 31.8
7X 9.87X 9.87X 9.8
8X 11.58X 11.5
10X 2610X 2610X 3010X 3014X 34
12X 2212X 2212X 2212X 2212X 22
7X 9.87X 9.87X 9.87X 9.87X 9.8
3234363840
12X 40.8 12X 50.0
— —— —— —
12X 31.812X 31.812X 40.815X 42.915X 42.9
8X 11.58X 11.57X 9.8
8X 11.58X 11.5
12X 3512X 4014X 4314X 4314X 48
12X 2212X 2614X 3014X 3014X 30
8X 11.59X 13.49X 13.49X 13.49X 13.4
4244464850
— —— —— —— —— —
15X 42.9 15X 42.9 15X 50.0
— —— —
8X 11.5 8X 11.5 9X 13.4
— —— —
14X 4821X 6221X 6821X 6824X 76
16X 3616X 3616X 3618X 5018X 50
10X 15.310X 15.310X 15.310X 15.310X 15.3
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
18X 5018X 5018X 5024X 6224X 62
10X 15.310X 15.312X 20.710X 15.310X 15.3
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
3 TONNE RATED LOAD
101214161820
12X 40.812X 40.812X 40.812X 40.812X 40.812X 40.8
12X 40.812X 40.812X 40.812X 40.812X 40.812X 40.8
7X 9.87X 9.87X 9.87X 9.87X 9.87X 9.8
10X 3012X 3512X 3514X 3816X 4018X 40
10X 3910X 3910X 3914X 4314X 4314X 43
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
12X 50.018X 54.718X 54.720X 66.020X 66.0
12X 40.812X 50.018X 54.718X 54.718X 54.7
7X 9.88X 11.59X 13.49X 13.49X 13.4
10X 4516X 4514X 4814X 4814X 53
18X 5018X 5018X 5018X 5018X 50
10X 15.310X 15.310X 15.310X 15.310X 15.3
3234363840
20X 75.024X 80.024X 80.020X 86.020X 96.0
18X 54.718X 54.718X 54.718X 54.720X 66.0
9X 13.49X 13.49X 13.49X 13.49X 13.4
18X 6018X 6516X 6716X 6716X 77
18X 5018X 5016X 5016X 5024X 62
10X 15.310X 15.312X 20.712X 20.710X 15.3
4244464850
— —— —— —— —— —
20X 66.020X 66.020X 66.020X 66.020X 80.0
9X 13.49X 13.49X 13.49X 13.4
10X 15.3
16X 7716X 8924X 94
27X 10227X 114
24X 6224X 6224X 6221X 6221X 62
10X 15.310X 15.310X 15.312X 20.712X 20.7
5254565860
— —— —— —— —— —
24X 80.024X 80.024X 80.024X 80.024X 80.0
10X 15.310X 15.312X 20.712X 20.712X 20.7
27X 114 30X 124
— —— —— —
24X 6221X 6824X 7624X 7624X 76
12X 20.712X 20.712X 20.712X 20.712X 20.7
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
2 TONNE RATED LOAD
101214161820
10X 25.410X 25.410X 25.412X 31.812X 31.812X 31.8
10X 25.410X 25.410X 25.412X 31.812X 31.812X 31.8
7X 9.87X 9.87X 9.8
8X 11.58X 11.58X 11.5
12X 2212X 2212X 2210X 2610X 3010X 30
12X 2212X 2212X 2212X 2216X 3616X 36
7X 9.87X 9.87X 9.87X 9.8
10X 15.310X 15.3
2224262830
12X 40.8 12X 40.8 12X 40.8
— —— —
12X 31.812X 31.812X 40.812X 40.812X 40.8
8X 11.58X 11.57X 9.87X 9.87X 9.8
10X 3012X 3514X 3812X 4014X 43
16X 3616X 3616X 3616X 3612X 40
10X 15.310X 15.310X 15.310X 15.312X 20.7
3234363840
— —— —— —— —— —
15X 42.915X 42.915X 42.915X 42.915X 50.0
8X 11.58X 11.58X 11.58X 11.5
12X 20.7
14X 4814X 4814X 5314X 6116X 67
12X 4014X 4314X 4318X 5018X 50
12X 20.712X 20.712X 20.710X 15.310X 15.3
4244464850
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
16X 67 16X 67 16X 67 18X 76
— —
18X 5018X 5018X 5018X 5024X 62
10X 15.310X 15.310X 15.310X 15.310X 15.3
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
24X 6224X 6221X 6221X 6224X 62
10X 15.310X 15.312X 20.712X 20.712X 20.7
Page 24
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
7½ TONNE RATED LOAD
101214161820
20X 66.020X 66.020X 66.020X 66.024X 80.024X 80.0
20X 66.020X 66.020X 66.020X 66.020X 66.024X 80.0
9X 13.49X 13.49X 13.49X 13.49X 13.4
10X 15.3
16X 5718X 6518X 6518X 7118X 7118X 71
16X 5718X 6518X 6518X 7118X 7118X 71
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
24X 80.024X 80.024X 80.020X 96.0
24X 106.0
24X 80.024X 80.024X 80.024X 80.024X 90.0
10X 15.310X 15.310X 15.310X 15.310X 15.3
21X 8321X 8321X 8321X 8321X 93
21X 8321X 8321X 8321X 8321X 93
12X 20.712X 20.712X 20.712X 20.712X 20.7
3234363840
24X 106.024X 106.024X 121.0
— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
12X 20.712X 20.712X 20.712X 20.712X 20.7
21X 9316X 10027X 11427X 11430X 124
21X 9321X 9321X 9321X 9324X 94
12X 20.712X 20.712X 20.712X 20.712X 20.7
4244464850
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
12X 20.712X 20.712X 20.712X 20.712X 20.7
30X 132— —— —— —— —
27X 11427X 11427X 11427X 11427X 114
15X 33.915X 33.915X 33.915X 33.915X 33.9
5254565860
— —— —— —— —— —
24X 106.024X 121.024X 121.0
— —— —
15X 33.915X 33.915X 50.0
— —— —
— —— —— —— —— —
27X 11427X 11430X 12430X 12430X 124
15X 33.915X 33.915X 33.915X 33.915X 33.9
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
5 TONNE RATED LOAD
101214161820
12X 40.812X 50.018X 54.718X 54.718X 54.718X 54.7
12X 40.812X 40.818X 54.718X 54.718X 54.718X 54.7
7X 9.87X 9.8
9X 13.49X 13.49X 13.49X 13.4
18X 4618X 4618X 4616X 5018X 5516X 57
18X 5012X 5016X 5016X 5014X 5324X 62
10X 15.312X 20.712X 20.712X 20.712X 20.710X 15.3
2224262830
20X 66.020X 66.020X 75.024X 80.024X 80.0
18X 54.720X 66.020X 66.020X 66.020X 66.0
9X 13.49X 13.49X 13.49X 13.49X 13.4
16X 5716X 5718X 6018X 6518X 71
16X 5716X 5716X 5718X 6018X 65
12X 20.712X 20.712X 20.712X 20.712X 20.7
3234363840
20X 86.024X 106.024X 106.024X 106.024X 106.0
20X 66.020X 66.020X 66.024X 80.024X 80.0
9X 13.49X 13.49X 13.4
10X 15.310X 15.3
16X 7716X 7716X 8924X 94
16X 100
18X 6518X 6518X 7118X 7118X 71
12X 20.712X 20.712X 20.712X 20.712X 20.7
4244464850
24X 121.0— —— —— —— —
24X 80.024X 80.024X 80.024X 80.024X 80.0
10X 15.310X 15.310X 15.312X 20.712X 20.7
27X 114 27X 114 30X 124 30X 132
— —
21X 8321X 8321X 8321X 8324X 84
12X 20.712X 20.712X 20.712X 20.712X 20.7
5254565860
— —— —— —— —— —
24X 80.024X 80.0
24X 106.024X 106.024X 106.0
12X 20.715X 33.912X 20.712X 20.715X 33.9
— —— —— —— —— —
24X 8424X 9424X 9424X 94
27X 102
12X 20.712X 20.712X 20.715X 33.915X 33.9
SpanThru(ft) S
Sw/C
W
Ww/C
S C W C
10 TONNE RATED LOAD
101214161820
20X 66.020X 66.024X 80.024X 80.024X 80.024X 80.0
20X 66.020X 66.024X 80.024X 80.024X 80.024X 80.0
9X 13.49X 13.4
10X 15.310X 15.310X 15.310X 15.3
21X 8321X 8321X 9321X 9321X 9321X 93
21X 8321X 8321X 8321X 9321X 9321X 93
12X 20.712X 20.712X 20.712X 20.712X 20.712X 20.7
2224262830
24X 106.024X 106.024X 106.024X 106.024X 106.0
24X 90.024X 106.024X 106.024X 106.024X 106.0
10X 15.312X 20.712X 20.712X 20.712X 20.7
21X 9327X 11427X 11427X 11427X 114
21X 9321X 93
27X 11427X 11427X 114
12X 20.718X 42.715X 33.915X 33.915X 33.9
3234363840
— —— —— —— —— —
24X 106.024X 106.024X 106.024X 106.024X 106.0
12X 20.712X 20.712X 20.712X 20.715X 33.9
30X 12430X 12421X 13233X 14124X 146
27X 11430X 12430X 12430X 12430X 132
15X 33.915X 33.915X 33.915X 33.915X 33.9
4244464850
— —— —— —— —— —
24X 121.0— —— —— —— —
15X 33.9— —— —— —— —
24X 14624X 14624X 14624X 16224X 162
30X 13230X 13230X 13233X 14124X 146
15X 33.915X 33.915X 33.915X 33.918X 42.7
5254565860
— —— —— —— —— —
— —— —— —— —— —
— —— —— —— —— —
36X 19436X 210
— —— —— —
24X 16224X 16224X 16236X 17036X 170
18X 42.718X 42.718X 42.718X 42.718X 42.7
METRIC MEASURE (TONNES) - HAND GEARED BRIDGE
Page 25
NOTES
Page 26
NOTES
Page 27
NOTES
A. Seller warrants that its products and parts, when shipped, and itswork (including installation, construction and start-up), whenperformed, will meet applicable specifications, will be of good qualityand will be free from defects in material and workmanship. All claimsfor defective 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.
