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SSCL-N-747
BRIDGE, GANTRY, AND MOBILE CRANES
R. Hoffmann Physics Research Division Superconducting Super Coffider Laboracoryt 2550 Beckleymeade Ave. Dallas, TX 75237 January 1991
tOperated by the Universities Research Association, Inc., for the U.S. Department of Energy under Contract No. DE-ACO2-89ER40486.
SSCL-N-747
Bridge, Gantry, and Mobile Cranes Ron Hoffmann Physics Research Division Superconducting Super Coffider Laboratory 2550 Beckleymeade Avenue Dallas, TX 75237 January 1991 Abstract In July of 1990, the author investigated the availability and cost of heavy lift equipment predominantly mobile cranes which might be used at the SSCL and reported the results to the Physics Research Division Ray Stefansld in a memorandum dated July 12, 1990. Subsequent to that investigation, information on the costs of gantry cranes was obtained and reported to the Physics Research Division Ray Stefanski in a memorandum dated September 17, 1990. In a continuing effort, additional information has been obtained on the probable dimensions of both single and double irolly bridge cranes and of gantry cranes. All of this information is consolidated in the attachments to this note. Summary of Attachments 1. MOBILE CRANE AVAILABILiTY AND COST. Memorandum from Ron Hoffmannfred L. Mizutowicz to Ray Stefanski dated July 12, 1990, subject: Heavy Lift Equipment. 2. GANTRY CRANE DIMENSIONS. Letter from Jim Nelson of Ederer Incorporated to Ron Hoffmann dated December 26, 1990, reference: Interaction Stations Gantry Cranes. 3. GANTRY CRANE COSTS. Memorandum from Ron Hoffmann to Ray Stefanski dated September 17, 1990, subject: Cost of Gantry Cranes. 4. BRIDGE CRANE DIMENSIONS Excerpts from Overhead Crane Handbook published by Whiting Corporation, fourth edition, 1979: 5 TO 50 TON, PENDANT CONTROL; pages 38 through 51. 10 TO 50 TON, CAB CONTROL; pages 52 through 63. 60 TO 500 TON, PENDANT OR CAB CONTROL; pages 64 through 79 5. BRIDGE CRANE DIMENSIONS, DOUBLE TROLLEY, 100 TO 300 TON. Excerpts from Overhead Crane Handbook published by Whiting Corporation, third edition, 1967, pages 38 through 41.
SSCL-N-747
AflAc2HMENT 1 MOBILE CRANE AVAILABILITY AND COST. Memorandum Ron HoffmanivTed L. Mizutowicz to Ray Stefanski July 12, 1990 subject: Heavy Lift Equipment.
*
Superconducting Super Collider Laboratory 2550 Beckleymeade, Building 4 Dallas, Texas 75237-3946
Conventional Construction Division
TO:
Ray Stefanski
FROM:
Ron Hoffmann / Ted L. Mizuto_f7/.
DATE:
July 12, 1990
SUBJECT: Heavy Lift Equipment
INTRODUCTION In accordance with your request we have investigated the availability and cost of heavy lift equipment. This memorandum summarizes our findings and is arranged by crane manufacturer or supplier with actual information obtained from them included in Appendices. Both rental cost and purchase cost are provided where they were obtainable. A summary table Table G-1 of load capacities and costs is provided at the end of this memorandum. The rental costs are based on a 48-month rental period and include move-in and set-up charges. For rental periods of less than 48-months, the monthly rate will be higher. A.
NEIL K LAMPSON, INC.
Lampson offers the "Transi-Lift" which is a patented crane configuration featuring the high capability characteristics of fixed stiffleg or luffing derrick equipment coupled with the mobility and flexibility of crawler cranes. The Lampson Transi-Lift LTL is capable of all lift crane functions including hoist, boom, swing, and travel with load. The advantages claimed by Lampson for the Lit cranes are: 1. A mobile crawler crane with heavy lift capacity which is assembled from components readily transported by truck or rail. 2. Lii can be assembled and disassembled at a site away from the main construction area. Once assembled, it can move into position, perform scheduled lift and transport functions, and then move back to a designated storage area or to another position where lift and transport functions can be performed for the construction of another detector. 3. Lit minimizes the necessity of expensive civil works such as foundation and rail systems.
Memo to: Ray Stefanski July 12, 1990 Page 2 Lifting capabilities at various working radii are provided in Appendix A for different Lit models with different boom lengths. The load information is given in Kips, not tons; 1 Kip = 1/2 US ton.
Budget cost data was obtained as follows: Lit 2000
Purchase $ 13,500,000 including freight and set-up Rent $ 290,000 / mo. including move-in and set-up *
Lii 1500
Purchase $ 11,500,000 including freight and set-up Rent * $ 240,000/ mo. including move-in and set-up
Lii 1200
Purchase $ 8,900,000 including freight and set-up Rent $ 185,000 / mo. including move-in and set-up
Lit 900
Purchase $ 4,800,000 including freight and set-up Rent 95,000 / mo. including move-in and set-up $
Lit 660
Purchase $ 3,900,000 including freight and set-up Rent 80,000 / mo. including move-in and set-up $
The address and telephone number of the Lampson home office and nearest branch office are: HOME OFFICE 607 East Columbia Drive P.O.Box 6510 Kennewick, WA 99336 Phone: 509586-0411
B.
NEAREST BRANCH Mr. Robert R. Jester 5315 Oates Road Houston, Tx. 77013 Phone: 713674-2531
MANITOWOC ENGINEERING CO.
Manitowoc’s new crawler-mounted model 7200 crane provides maneuverability with 1000 ton lift crane capacity and 500 ton tower crane capacity. Lift Tower versatility enables the 7200 to be field- converted from lift crane to tower crane, utilizing existing boom components. It should be noted that model 7200 is still under design, and that load capacities are preliminary and subject to verification by test. The numbers in Table G-1 were obtained from the manufacturer’s representative. -
Both Manitowoc’s models 7000 and 6000 can be converted from the lift crane configuration to an X-tender configuration by adding a transporter, boom support and X tender beam. However, budget cost information could not be obtained from Manitowoc for the 7000 or 6000 X-tender cranes. The author suspects that this may be due to a patent infringement dispute with Laxnpson. Model 4600 S-4 Ringer is a high capacity, long-reach, ringer crane. The load capacities shown in Table G-1 agree with the data shown in Appendix B. Verbal information provided by the manufacturer’s representative just prior to publication of this memorandum
Memo to: Ray Stefanski July 12, 1990 incficates an increase in capacity of about 15% at 50’ and almost 100% at 125’ and 200’, but this has not yet been confirmed by published data. The advantages claimed by Manitowoc for their cranes are: 1. All models are equipped with a VICON Variable Independent Control power transmission system for precise lowering of the load. 2. The crawlers demonstrate an easy maneuverability with a load. Demonstrates heavy lift capacities for long boom applications. 3. The low ground bearing pressure and full 360 deg. swing of the nnger 4. crane family eliminates the need for extensive ground preparation. Modular design provides ease of shipment and fast set-up. All models 5. comply with standard shipping width requirements. Load capability information on Manitowoc Models 7200,7000, 6000 & 4600-S4 Ringer is provided in Appendix B. Capacities are given in US pounds or thousands of US pounds Kips, not in tons. Budget cost data was obtained as follows: 7200 Lift
Purchase $ 9,000,000 including freight and set-up 205,000 / mo.including move-in and set-up Rent $
7200 Tower Purchase $ 10,000,000 including freight and set-up Rent 300,000 / mo.including move-in and set-up $ 7000 Lift
Purchase $ 4,500,000 including freight and set-up Rent 150,000 / mo. including move-in and set-up $
6000 Lift
Purchase $ 3,600,000 including freight and set-up Rent 100,000 / me. including move-in and set-up $
4600-S4
Purchase $ 3,500,000 including freight and set-up Rent 70,000 / mo. including move-in and set-up $
-
The address and telephone number of the Manitowoc home office and nearest branch office are: HOME OFFICE Mr. Stan Jensen 500 SO. 16 th Str. P.O.Box 70 Manitowoc, Wisconsin 54221 Phone:414684-6621 C.
NEAREST BRANCH Martin Equipment Co. Mr. Bob Martin, Jr. P.O.Box 20338 Dallas,Tx.75220 Phone:214556-0910
CHICAGO BRIDGE & IRON CO.
ICHABOD is a rotating stiffleg dethck, believed by CB&I to be the largest of its type in the world. Rotation is accomplished by means of three caniages running on a pair of circular rails which are supported on a concrete ring beam. The crane is not movable. A description of the cane is included in Appendix C. The load capacities included in Table G-l were obtained from a manufacturer’s representative.
Memo to: Ray Stefanski July 12, 1990 Page 4 The purchase price for ICHABOD is $5,000,000 which includes freight and set-up on a foundation to be provided by the purchaser. The cane is not available for rent The address and telephone number of the Chicago Bridge & Iron Company home office and nearest branch office are: HOME OFFICE 800 t Jorie Blvd. Oak Brook, IL 60521 Phone;708572-7000
D.
NEAREST BRANCH Mr. Jack Marwin P.O.Box 690588 Houston ,Tx. 77269 Phone:713896-3750
JAKE’S CRANE, RIGGING AND TRANSPORT INTERNATIONAL
A major portion of Jake’s bushiness is providing heavy haul transport services. Their hydraulic-over-nitrogen suspension system gives the JXS Jake’s eXtra Speed unit the ability to react instantaneously to pavement deviations of up to 18 inches. For off-mad hauling, the rear section of the system can be manually steered. The JXS system is designed to move payloads of up to 250 tons at highway speeds. A description of the JIXS Super Heavy Hydraulic-Pneumatic Transporter is included in Appendix Dl. Jake’s also provides cranes for heavy construction operations. Their American Model 11320 unit can be configured as a conventional crawler crane, as a tower crane, as a "Sky Horse", as a "Guy Horse", or as a "Guy Denick". These configurations and load capacity tables for the conventional crawler, "Sky Horse", and "Guy Denick" configurations are shown in Appendix D2. The load information is given in US pounds. The advantages claimed by Jake’s for their model AM 11320 cranes are; 1. Versatility and ease of conversion 1-2 days in the field of the base lifting unit to the configuration best suited for the construction task. 2. Flexibility and mobility with a load when in the crawler configuration. By utilizing one piece of lifting equipment for an entire project, the total cost 3. is reduced and schedules are better controlled. The base purchase price for the conventional model AM-i 1320, is $1,800,000. A Sky Horse attachment can be added for another $100,000 and the guy-line-system, boom and mast needed for the Guy Dethck configuration can be added for an additional $100,000. These prices are budgetary costs and include freight and set-up charges. Based on information obtained from Jake’s, the budgetary rental cost, including move-in and set-up, is estimated to be $30,000 per month for any one of the three crane configurations. The address and telephone number of Jake’s home office is: HOME OFFICE Mr. Kent Goodman 6109 S. Industhal Rd. Las Vegas, NV 89118 Phone:800553-5253
Memo to: Ray Stefanski July 12, 1990 Page 5 E. ANTHONY CRANE RENTAL OF TEXAS, INC. Anthony Crane Rental of Texas, Inc. is a metroplex-based rental service for hydraulic, truck-mounted crane equipment with capabilities ranging from 2 to 450 tons. Anthony can also provide any make and model of crane on the market The cranes are available operated or on a bare rental bases, with or without on-site maintenance service. In collaboration with Mannesmann Demag Baumaschinen, a German-based crane design and manufacturing company, Anthony offers to provide the Demag CC-l2000 crawler crane which is available in a number of configurations. Two configurations are shown in Appendix E along with their load capacity tables. In these tables, the loads are given in methc tons and the working radii are given in meters. The advantages claimed by Anthony for the Demag CC-12000 crane are; Quick assembly. 1. Optimal component transport weights and dimensions. 2. Sturdy lattice tubular construction of high-strength, fme grain steel. The 3. stay ropes are replaced by rods of high-strength steel. Based on information obtained from Anthony, the budgetary rental cost, including movein, set-up, on-site maintenance, and operation, is $600,000 per month for the SSLILSL model and would be less for the SHJLH model. The address and telephone number of the Anthony Crane Rental office is: Mr. Samuel R. Anthony 5701 Denton Highway Fort Worth, Tx. 76137 Phone:817498-2221 F.
ENERPAC DIVISION OF APPLIED POWER, INC.
Enerpac Synchronous Strand Lift System is a system for lifting or lowering high tonnage by combinations of basic units which are integrated with the customers support system, such as a gantry structure or lift tower structure, to form a complete high tonnage material handling machine. The units operate on 0.6 inch diameter, grade 270, concrete prestressing strands, each strand having a load caffying capacity of 11 tons. Units are made to operate on 6,8 or 12 strands having total capacities of 66, 88 ,and 132 tons respectively and are designated as models ST-66, ST-88, and ST-132. For purposes of load equalization, multiple units must be combined in numbers equal to a power of two 2,4, 8, 16, etc. The budgetary cost of a single ST-132 unit, including the hydraulic power supply and control system necessary to operate it, and start-up installer’s expenses, is $43,500. The system is not available for rent. Technical data obSied on the Enerpac system is included in Appendix F. Because of the dissimilarity of this system with the other crane systems covered by this memorandum, the Enerpac Strand Lift System has been omitted from Table G-l. The address and telephone number of the Enerpac home office and nearest branch office are:
Memo to: Ray Stefanski July 12, 1990 Page 6 HOME OFFICE P.O.Box 325 Milwauukee, Wisconsin 53201 Phone:414781-6600
G.
NEAREST BRANCH Mr. James On 8041 Mariners Drive #102 Stockton, CA. 95209 Phone:209951-4502
SUMMARY
Table G- I provides a summary of the lifting capacities and estimated budgetary rental and purchase costs of the cranes. J. T. R. T. C. T. It
Sanford Toohig Tenner Lundin Trimble Mizutowicz Hofftnann
Memo to: Ray Stefanski July 12, 1990 Page 7
TABLE G-1 CAPACITY AND COST SUMMARY COMPANY MODEL Lampson LTL-2000, 120’ stinger LTL-1500, 80’ stinger LTL-1500, 120’ stinger LTL-1200, 80’ stinger LTL-1200, 120’ stinger LTL-900, 46’ stinger LTL-900, 65’ stinger LTL-660. 46’ stinger LTL-660, 65’ stinger
CAPACITY IN TONS @ 50’ 125’ 200’
RENT $/mo.
BUY $
1,997 1,587 1,075 1,305 997 581 1,275 1,082 814 1,056 783 450 622 1,053 918 775 266 164 846 406 258 169 574 305 560 354 222
290,000 240,000 240,000 185,000 185,000 95,000 95,000 80,000 80,000
13,500,000 11,500,000 11.500,000 8,900,000 8,900,000 4,800,000 4,800,000 3,900,000 3,900,000
Manitowoc S-7200, Lift Crane S-7200, Tower Crane S-7000,LiftCrane S-bOO, X-Tender 5-6000, Lift Crane S-6000, X-Tender 4600-S4, Ringer’
1,000 500 292 1,000 220 750 750
400 250 115 400 65 641 304
150 100 61 150 31 222 154
205,000 300,000 150,000 Note 1 100,000 Note 1 70,000
9,000,000 10,000,000 4,500,000 Note I 3,600,000 Note 1 3,500,000
CB&I ICHABOD
1,000
450
150
Note 2
5,000,000
108 180 433
30 60 197
11 27 107
30,000 30,000 30,000
1,800,000 1,900,000 2,000,000
Anthony Demag CC- 12000 SH/LH 948 Demag CC-12000 SSLILSL 1,058
237 825
91 539
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Memo to: Ray Stefanski July 12, 1990 Page 18 APPENDIX
B.
MANITOWOC
-
SHT 8.1
S-7200
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MODEL Manitowoc’s new, crawler-mounted Model 7200 has lift. ing capabilities that far exceed ourlargest present models see graphs next page. The first 7200was purchased with tower assembly, prior to completion, thanks to Manito woe’s time-proven reputation for reliability, innovative design leadership, and quality construction. ‘FIELD-PROVEN COMPONENTS AND DESIGNS...the 7200 uses many standard Manitowoc components, proven -
dependable through years of service on other models. S MOaILI’rv...independently-powered, counter-rotatable crawlers provide outstanding maneuverability for a crane of this size. * VICON’ .Manitowoc’s patented power transmission system. * MODULAR DESIGN ..,provides ease of shipment and fast set-up. All modules comply with standard shipping width requirements. *Ufl-TOWER VERSATIL1TY...enabies the 7200 to be field-converted from littcrane to towercrane utilizing existing boom components...providing added owner economies. Manftowoc’a ModsI 7200 tower desIgn patsifted under U.S. Pat. No. 4,194,638 and other U.S. and . .
foreign appllcadoni pending.
For complete information on the Model 7200. contact Dept. 8236: MANITOWOC ENGINEERING CO., division of The Manitowoc Company. Inc., Manltowoc, WI 54220, USA. Left Manitowot’S design and engineering of fhe 7200 was greatly accelerated by the firm’s recently-insI ailed CADAM* system. rsowbeing operated three shifts daily.
.
‘CADAM is a registered trademark of Lockheed Corporation.
I
Memo to: Ray Stefanski July 12, 1990 Page 19 APPENDIX B.
MANITOWOC
-
S-7200
SHT 8-2
MODEL
MORE NEW MODELS ARE ON THE WAY. IF YOU’VE GOT A HEAVY LIFT IN YOUR F_UTURE, A FUTURE MANITOWOC COULD BE THE ANSWER! CALL US FOR A MEETING * 414-684-6621
Memo to: Ray Stefanski July 12, 1990 Page 20 APPENDIX B.
MANITOWOC
MANitowoc
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SHT B-3
ENGINEERING Co.
SACt 0? *NUF £CTU*0G QiVSCSt cc Tilt MANiTO*OC COMPANY. WC 50050 I0TH5v.tty.90S0070.P,o.t Stt.5a2, A0tS CoOt SIC MANITOWOC. WISCONSIN 55220
Model 7200
-
Llftcrane and Towercran.
Preliminary SpecificatIons 5-1-82 Reference: Drawings SK-SgOB and SK-5909, dated 2/18/82 Model 7200, Outline Dimensions dated. 2/19/82
Preliminary Capacity Charta: Liftcrene, dated 2/18/82 Towercrane, dated 4/9/82 Model 7200 with 1.000-ton nominal llftcrane rating and
500-ton nominal towercrane rating. Lowerworks includes modular carbody with 3t diameter roller path, two crawler assemblies, and dual diesel engine crawler drive. Upperworks includes sectional rotating bed, diesel-powered toad hoist, hydraulic swing system and boom hoist, operator’s module, counterweight. 140’ mast, and liftcrane or towercrane attachment.
tO WERWORKS
-
CARBODY: Two transverse beams with integral front and rear 36’ diameter ring segments pin-connect to crawler frames: two longitudinal beams with integral side ring segments pin-connect to transverse beams; three diagonal beams pin-connect to transverse beams to support king pin. CRAWLERS: 6i ‘5" long with fabricated 6P diameter dual sprocket drive tumbler, front idler roller, and sixteen inter mediate rollers. Treads 9’ wide with 59 pads per crawler frame. Pads weigh approximately 3,800 pounds each, have 24" pitch, and adjacent pads form sockets for double sprocket Win. POWER PLANT ASSEMBLY: Two Caterpillar 3406 DITA diesel engines 375 HP @2.100RPM provide independent drive to each crawler. Each engine dflves through a hydrau lic torque converter, two-speed power shift transmission. and double planetary reduction to dual sprocket drive tumbler.
UPPERWORKS SECTIONAL ROTATING SEt Heavy-duty weidment In cluding wide front section for boom or tower and mast support and rear section for mounting load hoist and boom hoist. Front section includes large equalized anlitricilion bearing mounted house and hoolt rollers. operatos module sup port, and swing motor mountings. Rear section includes large antifriciton bearing mounted houseand hoolc rollers, counterweight supports. backhitch supports, catwalks, and king pin bushing. LOAD HOIST: VICONe Variable Independent CONtrol
equipped Manitowoc Model 560 hoist with wide/narrow split rear drums and full width front drum. Each rear drum equipped with air clutch and air brake: front drum equipped with two air clutches and air brakes. Hoist power plant includes Caterpillar 3412 Dli diesel engIne 630 HP @ L000 RPM. t 1.500 series VICON Controlled converter, and transmission case with hydraulic pumps for boom hoist, swing, and full range VICON power load lowering. Also included are fuel tank, radiator, electflc starting, air com pressor, engine shroud. and instrumentation and control
assembly.
INDEPENDENT BOOM HOIST: Grooved dual drums on alloy steel shalt. Driven through gear and pinion reduction by alloy steel worm shaft and bronze worm wheel. All rotating shafts are antifriction bearing mounted; all gears are fully enclosed and run in oil. Boom hoist powered by variable displacement hydraulic motor, providing full-
range speed control. Boom hoist main brake external contracting band-type, air-released, air-applied, and spnng set. Auxiliary brake external-contracting band-type, airapplied and air-operated from operator’s module. Ratchet on boom hoist drum flange, with pawl mounted on gear housing. 8oom hoist pinned to rotating bed. SWING SYSTEM: Eight 8 Swingdflvee units, pivot
mounted, with pinions engaging ring gear. Pitch back lash controlled by pinion flange and gear segment sMut. Control system includes neutral "free-float", and selector for high speed - low torque using four swingers for light loads: or high torque - low speed using eight swingers for heavier loads. Swing brake at each motor. Air-applied, spring-set positive swing lock. OPERATOR’S MODULt Fully enclosed and insulated module mounted on frontsection of rotating bed. Includes control consoles, instrument panels, tinted safety glass windows, heater, window wiper, horn, defogging fan, and catwalks and handrails to machinery platform. MAST: 140’ No. 63 boom, including service ladder and removable platform, tower erecting sheaves, connections for tower tie frame, and fixed lattice-type backhitch. Includes manually operated iack to engage locking pinsfor mast and strut connections tower attachment. COUNTERWEIGI4T Estimated 1.034.000 pounds for liftcrane and tower operation. Optional interlocking steel boxes filled with steel and concrete. Boxes may be custo mer furnished and/or filled.
FRONT END EQUIPMENT UFTCRANt 1,000-ton nominal rating at 45 radius with 155’ boom. LIFTCRANE DOOM: No. 7W71 boom consisting of 50’ butt. 25’ and 50 inserts, and 5’ hammerhead top. Includes 1,000ton rated boom point. 20-ton rated upper boom point boom stops, boom angle indicator. pendanta. equalizer, and boom hoist wire rope. Basic length. 155’; maximum length, 505. TOWER ATTACHMENT: Consisting of No.70 tower and No.71 boom. Provides 500-ton nominal rating at 55’ radius with 160’ of tower and ¶56’ boom. TOWEt Formed by larger sections of liftcrane boom. Self-erecting. 17’ x ill-i/i" box-section tower 25’ and 50’ inserts including cap, boom carrier, and tie frame witfl self-erecting sheaves, and wire rope. Basic tower length, 160’; maximum length, 235’. STRUT: 100’ No. 27A boom, including sheaves and fixed lattice type upper backhitch, NO. 71 TOWER BOOM Formed by smaller sections of uterine boom. Includes 500-ton rated boom point. 20-ton rated upper boom point boom angle indicator, pendants, equalizer, and boom hoist wire rope. 10’lO" x 1011-1/4" box section. Basic length, 155’; maximum length. 255’. LOAD LINt Approximately 9,000’ long, i-Vt’ diameter, EIPS, IWRC. WHIP UNt Approximately 1,000’ long, 1-Vt’ diameter. BPS, IWRC. SWIVEL HOOIt 20-ton capacity for single-part whip line. NOTE: These specifications are preliminary andsub,ect to change NO.70
_____.___L ________________________ _____________________________ _____________________ ________________ _________________ _________________________ _____ _____ _____________ ________ __________ _____________ ___________ ___________________ __________ _____ ___
Memo to: Ray Stefanski July 12, 1990 Page 21 APPENDIX B. MANITOWOC
_____ ________ __________ _______
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Memo to: Ray Stefanski July 12, 1990 Page 22 APPENDIX B. MANITOWOC
-
MANITOWOC ENGINEERING CO. Divis.on of The
Mcnitawoc
Company. Inc. Monifowac,
S-7000 LIFT CRANE Wsconsin
SLIT B-S
54220
TO co*ww LIFTCRANE CAPACITIES_____ CALCULATED WITH ANSI 530.5 REQUIREMENTS
7000
SUBJECT TO TEST
BOOM NO. 64
CRAWLER
569,400 LB. COUNTERWEIGHT UPTING CAPACITIES: Capacities for arias,, boom lengths and operating radii are for freely suspended loads and do not exceed 75% of a static tipping load. Capacities based on structural competence ore shown by shaded areas. Capacities are shown in pounds. Upper boo., point capacities far single part whip line or combination of two single lines are 40,000 lbs. for 1-1/4’ wire rope. 41,000 lbs. for 1-3/8" wire rope. 57,000 lbs. for 1-1/2" wire rope and 66,000 lbs. for I 5/8" wire rope. In all cases, upper boom point capacities cannot exceed those listed for the main boom capacity. Weight of upper boom point, ib, see chart A. all load blocks, hooks, weight boll, slings, hold lines, etc., beneath boom and jib point sheaves, is considered port of the main boom load. Boom is not to be lowered beyond radii where combined weights are greater than rated capacity. Where no capacity is shown, operation is not intended or approved. OPERATING CONDITIONS: Machine to operate in a level position on o firm surface. Travel may be limited depending upon ground conditions and under conditions referred to in rigging No. 66082. load line specifications chart No. 6995.A. Crone operator judgment must be used to allow for dynamic load effects of swinging, hoisting or lowering, travel, wind conditions, as well as adverse operating conditions and physical machine depreciation. OPERATING RADIUS: Operaling radius is the horizontal dis tance from the axis of rotation to the center of vertical hoist line or load block. Add IS" to boom point radius for radius of sheave when using single port hoist line, Boom angle is the angle between horizontal and centerline of boom butt and inserts and is an indication of operating radius. In oIl cases, operating radius shall govern capacity. BOOM POINT ELEVATION: Boon, point elevation, in feet, is the vertical distance from ground level to centerline of boom point shaft. MACHINE EQUIPMENT: Machine equipped with 47’-C crawlers, 83’ treads, 560 hoist, four ringer swingers, 130’ mast, 12 Part boom hoist reeving, four 1 *" boom pendonts and 569,400 lb. counterweight;1564.900 lb. on S/N 70003, 70ooJ Ieee tgTh. F,,.
1 5 O 1 1 5
,. Bet F.el
*0 45 50 55 60 65 70 7% SO IS
Be.. 4e.
k. Pest:
Oq
Cm
II S 79.6 777 75 7 ‘37
los 0 1617 I6I 7 ISO S 1590 13T 1556 153 6 151 4 1.9.a
ITT
697 67 6 655 53.4
w iir MT 95 59.0 113 3
100 *05 110 115
‘30 *35 140 £45 ISO ‘55 ISO 45 50 55 60 65, 75 10 85 90
56.7 544 52.0
r470
44.3 414 35.4 552 31.7 278 232 176 11.1 794 77.1 76* 74.4
in
710 692 67.4 65.7
140 I 3367 131.8 -iwr 1241 *192 113.7 1076 1065 93 I Ill 734 596 1581 187.2 386 2 1150 1536
C.escfl: 622100
a 512.400 416.100 .472, 444.700 406.100 316,500 349.500 326,200 305.400 287.000 270.500
ss,x
242.406 230.300 219.200 209.100 199a 191.200 113.200 175.n naS06.
eMAMTO 1984
.
led.; lee 95 Ix ‘OS *40 l’s
Ia. l: Seq 636 620 Sal 562 542
-rT 125 522
¶03 1 ‘30 135 479 *40 456 7 1W S ISO liT lOS
lees Fesq: Em. ‘7*9 ‘69 3 1665 163.5 3607 -WY
1529 1488 1443 1396
1T
155 140 165 T70 175 ISO aSS 50 55 40 55 70
382 354 325 292 256 21.5 163 10.8 793 779 764 749
121.0 122.6 115.6 1053 .1 89.9 76.2 63.2 212.6 211.7 210.7 209.5 206.2
15 90 95
304 689 67.3
2031 201.5 199.5
3 .:,oo 347.600
t.Ay
lOS 110 *15 120
642 62.6 60.9 59.3
194.9 192.3 159.6 116.7
.ts,ooal
Ma.
700,
70O.
a.gy
trw
IAAOT
WHEN JIl IS ATTACHED
54K C 60’ 50’ 100’
SN.. 127 9. Lb 11.300 Lb 13,250 Lb 15,650 Lb
Load block, lsoaè ond weigh? bal on ground at stan. DEDUCT FROM CAPACITIES WHEN IflPtR BOOM FOINT IS ATTACHED 3,... 51,..,. Point Two SM... Point
1.100 Lb. 2.600 Lb.
For jib capacities. consult jib chart. lees 41*.:
258.406 253.600 iTh
2 0 0
0,. 1.4. Feel 125 130 135 140 145
576 559 545 52 3 505
lees :
360 165 ‘70
446 425 403
1519
‘85 *90 ‘95 209 205 210 SO 55 60 65 70
331 303 273 23’ 20+ IS II S 105 792 71.9 76.6
1234 £152 1059 ‘53 127 465 2310 237.4 2362 2362 234.0
72.7 71.3 700
2291 221.1 226.4
Se
lee. P EMw. Ill S 1582 1767 1729 IllS
w ‘wv iwr ‘55 466 ‘599 1496 1438
mr mrr -wr ISO 356 ILl
2,, 32I. 306.506 212.106 265,500 250106 237.506
Lb.. 624,fl672,00O
MAXIMUM 50016 AND ill LENGTHS uNASSISTED OVER FlOuT CE OVU 5101 01 CEAWSERS C&AWIUS 1’siqth. SI It? iee.ntIs. SN. 127 100’ -‘ -100’ ‘ I0’ 1W
2I4.
mfl
-
AND WHW UN! SPEOFICATIOI6 LOAD ul*: I.3/r - 6. 43 Met Wit. Seal.. Elsa tep.’o..d Plow Sleel. legslor Lay. IW1C. Minüwo, Ireo&ir.g SIr...gtl. I92, lbs. App,a.. Weight P*, Fl. in .. 3.50. WHIP LINE: 11/4’ -6 * 31 Warr,ngtoa Stale, E.tro le.praeed Plow Sled, Regular Lay. IWRC. Minimu., tenting SIreagIh 159.100 lb.. Mo. in toad - 4O. lbs/Sin.. Appro.. WeigIw Per Ftin lb.. 219. I .3/r - 6 . 43 riler Wire Stale. Eva Improved Ssel, Regular Lay. IWIC. Mia,.wm Ireoking Ssrev.gll I92. lbs. Mo*imun, Load 18, lb,./L’e. Appro., We.gkI P., r,. lb.. 3.30. 1l,r - 6*1’ Se.I. Filler Wire Eflro Improved Plow Sleel. Regular Lay tWRC. Minim... Ireakmg SIrengtl. 228. lbs. Movmum Load 37, lbs/tine. Appra.. Weigh? Pet F?. in lb.. 4.16. 1.s/r -6.41 Seole riaer Wire, Eura Improved Plow Sleel, Regular Lay. IWPC. Mi.-um Breaking Strength 264. lbs. Macrn.." Laad 66. lbs/Line. App.o.. Weight Per Ft. in lbs. 4.58.
324. 303.300
228.100 217.100 2O7. 191.700 119.106 111.106 l73. 166100 110.500 *34.3W 148,900 343,700
Load
LOAD
‘tel
-w ii m&y 58 719 205.1 iw lIT ‘r
r*504
1756 1765 174.3
Be.. 141*.: P_
HOIST REEVING 501 MAIN LOAD kO NePs,t,.fLIae 1 2 3 6 Ma.. Load - Lb. 9. l4&000I l92, 24O, 2ea NeP.rtsdtine 7 I 9 10 II 12 Ma. toad - Lbs. 336.0001 432. lIO, 520. 576. N..PertsefIMe IS 14 IS 16
-1W
lOS 110 115
225.400 214,306 204.100 *94,900 II6.
lest. 1.4.: P.eI 125 *30 135 140 145
s
-i-.
teeM!
l7I. 364.200 IS7. lSI. , l40. I36. 131.300 126.900 I22. IlI 114.806’ BalED
a
le 1gw: F.el
2
2 5
155 160 165 370
133
It 185 ISO I’S
205 210 215 220 255 230
i.e. L: Seq 61 5 Cl 516 57 I 555 524 508 491 474 1W
435 419 399 379
Ie,e Peel: Cm. 2126 2098 2068 2036 2002
‘ii
1929 1589 *646 aWl
1W
1702 1547 *589 1526
iw ia 33.5 1315 311 295 257 223 isa
130.5 12*6 *117 *064
a,
C.eae, 223 300 212 200 202.100 192 ‘84.200 I76. 168.900 162.100 *55.700 149.700 144.100 53l. I33. 129,100 424.500 *20.700 116.700 II3. 109.500 106,100 *02.506 99.
-Wiir 74.0 234.3 l
67 2 655 544
a. at
fl
222.4 2202 2171
aa
342. 3*9.200 296.400 2SO. 263.600 24t 2351400
Capociffes cenfinued
en
reverse
s4e.
form No. 6991-A. 4.944/GA
UFTCRANE CAPACITIES r9000
-
BOOM’ NO. 64
____
____
__
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Memo to: Ray Stefanski
July 12, 1990 Page 25 APPENDIX
MANITOWOC
B.
-
S-6000 LW!’ CRANE
OUTLINE DIMENSIONS
SliT B-S
6©©© SERIES2S
S
6’ 11
54, 32’
Il"
Do not scale from this drawing.
WEIGHTS Poundle
Pounds LIFTCRANE: With 15’ boom, gantry and backhitch, boom hoist rigging and pendants, wire rope, basic upperworks package, counterweights, 39’lO’k" long crawlers with 83" treads UPPER WORKS: Complete with basic machin ery including main drums, but not Includ ing boom hoist, gantry. backhitch, front end attachments or counterweights BOOM: 15’ basic boom GANTRY, BACKHITCH and BOOM HOIST
REMOVABLE COUNTERWEIGHT: Total CARBODY MODULE: With king pin and roller path 931,520
TRANSVERSE BEAMS: Each 34,300 POWER PACKAGE CRAWLER ASSEMBLIES: 2 with 83" wide crawler treads and hydraulic motors each
156,000 20,600 42,000
assembly
163,060
240.000 65,300 68,600 12,900 326.120
‘Weights are approximate and may vary between machines as a result of design changes and component variations.
2
S
Memo to: Ray Stefanski July 12, 1990
Page 26 APPENDIX
B.
MANITOWOC - S-6000 L!VF CRANE
ISANITOSJOC ENCIMIERING CO. tQ.Itt4OC I0ICI. 6000 $EUI,S NO. 66 SOON
1
275,000 LI. couwfl&WEICRT 0115. RADIUS FT. 75 100 1,200.0* 20 2! t,152.2 12 1 108.4* 1,061.3* 23 1,029.9* 1,023.6e 24 994.5* 9S8.3 25 955,3* 26 96l.S 930.5* V 924.3 28 901.4* 895.3k 874.0* 867.9* 29 30 848.1* 842.2’ 800.7* 794,8* 32 34 758.1* 152.3* 714.8* 36 710.2* 38 659.6 657.6 40 608.2 606.1 45 503.1 505.8 50_435.4 433.0 55 380.3 377.8 60 337.0 334.4 65 302.1 299.5 70 270,7 273.4 75 249.3 246.6 80 226.! 85 208.5 90 L93.2 L7q.t fl 100 167.9 lOS 110 LI, 120
125 130 135 140 145 ISO 155 160 165 170 175 180 185
atARI DATE CAPACTUS IN ThOUSANDS OF t.ss. BOON I. ENCTII - FT. 175 125 150 200
9490* 911.1* 589.1* 861.8 836,0* 755,7* 746.5 7Q5,3* 655.4 603.8 503.3 430.4 375.1 331.6 296.6 267.8 243,7 223.1 205.5 190.2
83I.l 783.9* 741,5* 701.7* 653.7 602.0 501.4 428.4 372.9 329.4 294.4 265.5 241.3 220,8 203.1 187.8
735,6* 697.0* 651.5 599.6 491.9 425.7 370,2 326.6 291.5 262.6 238.3 217.8 200.1 184.7
648.5* 597.6 496.7 423,4 367.8 324,1 289.0 260.0 235.8 215.2 197.5 182,0
tILT
114.1
LIL.Z
LI.5
164.8 154.2 144.7
162.4 151,8 142.3
136.2 128.4
133.7
125,9 118.8 112.4 106.4
121.3
100,9
95,9 91,2
190
195 200 205 210
156.6 145.9 136.3 127.8 120.0 112.9 106.4 100.4 95.0 89.9 85.2 80.8 76.8 73.0 69.66.! 62.9 60,0 57.2 54.5 52.0
225
250
59.3 496.2 420.8 365.0 321.3 286.1 251.1 232.8 212.1 194.4 179.0
491.8 418.3 362.5 318.7 283.5 254.4 230.1 209.4 191.6 176.2
16S.4.
161.6
155.4 142.8 133.2 124.6 116.8 £09.7 103.2 91.2 91.7 86.6 81.9 71.6 73.5 69.7 66.1 61.8 59.6
150.6 140.0 130.4 121.8 113.9
56.7
53.9 51.2 48.7 46.4 44.1
215
210 225 230 235 240 245
159.3 148. 139. 130. 122.7 115.6 109.1 103.2 97.7 92.7 88.0 83.6 79.5 75.7 ‘72.2 68.8
‘
SF5/aS
42.0 39.9
106.8
100.3 94.3 88.5 83.7 79.0 74.7 70.6 66.8 63.2 59.8 56.7 53.7 50.9 48.3 45.8 43.4 41.2 39.0 37.0 35. 33.2 31.4 29.7 28.I_
Capacitie,
for varioue boo. 1*48th. and operating radii are for freely suepended toed, and do not exceed 752 of * Static tipping load. Cap,citie, baeed on etrvetural coapetence .rc denoted by an asterisk *L
Weight of all load blocks, hook., weight bell, sling., hoist lines, beneath boo. point eheeve,, etc. * is considered part of ti,e sam boo. load. Boo. is not to be lowered beyond radii where co.bined weights are greater than rated capacity. there no capacity is ah0n, operation is not intended or approved. Machine to operate it a level position on * fir, surface and be rigged in accordance with end under conditions referred to in Rigging Drawing No. 162089. cane operator j.sdgeent u.s.c be used to allow for dynasi.c load effecca of ewinging, hoiSting or lowering, travel, ** well a, adverse operatiog cooditione and physical .achiae depreciation. Operating radius i’ the horisottal distance frau the axi, of rotation to the center of vertical hoiet flee or ThaI block. Xschine equipped stick 39’-lO" crawlers, 83" creeda. 54’ gantry, 14 part boos hoist teeving, four 1-3/4" boo. pendante, and 275,000$ counterweight.
SliT B-9
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Memo to: Ray Stefanski July 12, 1990
Page 28 APPENDIX
B.
MANITOWOC
-
SHT B-il
S-6000 X-TENDER
C
INT. .cg$T U’C. POINT SOCAfl I
5O TOt SATIUC AT aLl. LOtO t1. N
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July 12, 1990 Page 31 APPENDIX
MANITOWOC s__n
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MANITOWOC
ENGINEERING CO. MANITOWOC Tha Monilowoc DI,I.Ion
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SHT B-is
4600-S4
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LIFTCRANE CAPACITIES___
4600 SERIES
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BOOM NO. 65 60’ RINGER ATTACHMENT ON BLOCKUIG OR PEDESTALS 123,000 LB. CRANE COUNTERWEIGHT a78,700 LB. AUXILIARY COUNTERWEIGHT 360 DEGREE RATING
RINGER SERIES 3
CAPACITIES FOP VARIOUS 9004 LENGTHS Art OPERATING RADII ARE FOP FREELY SUSPEMDED LOADS Art 00 NOt EXCEED 75% OF A STATIC TIPPING LOAD. CAPACITIES BASED ON STPLICTLPAL CcETENGE ARE DENOTED BY AN ASTERISK a LPPER 9004 POINT CAPACITIES FOP LIFTCRANE SERVICE ROPE. 45.000 LBS. FOR -3/B’ WIRE ROPE Art 50.000 ‘4/4’ WIPE ROPE. 90.000 LINE ARE 88.000 LBS. FOP IN ALL CASES. LPOER B004 POINT ‘5/8’ WIRE POPE. CAPACITY.
LBS. FOR 4-1/4’ WIRE CAPACITIES FOP TWO PART 00,000 LBS. FOR ‘1/2’ OP LISTED FOP TilE MAIN $004
WITH LBS.
SINGLE PART WHIP LISlE ARE FOP 1-1/2’ OP I’S/B’ WIRE WIPE POPE Art CAPACITIES CANNOT EXCEED T4CSE
44.000 ROPE.
LBS. FOP I’3/8
WEIGHT OF JIB. ALL LOAD BLOCKS. NOONS. WEIGHT BALL. SLINGS. ICIST LINES. ETC.. BENEATH 6004 ArC JIB POINT B0014 IS Ci TO BE LOWERED BEYCWC RADII WI.ERE COMBINED SI’EAVES. IS CONSIDERED PART OF TIlE MAIN 90014 LOAD. WEIGHTS ARE GREATER TI4AN RATED CAPACITY. *ERE tC CAPACITY IS SNCIIN. OPERATION IS NOT INTENDED OP APPROVED. ‘1/4’ MACHINE TO OPERATE ON A FIP4 I.*4IFORNLY SI.PPORTING SLPFACE WITH ROLLER PATH LEVEL WITHIN A TOLERANCE OF REFER TO RIGGING NC. 66184 ANt WIRE ROPE SPECIFICATION CHART NC. 7307-A OP NO. IN 60 ASIC PROPERLY StPPCcTED. 7357’A. CRANE OPERATOR ..LCGI.ENT P4.1ST BE USED TO ALLOW FOP DYNAMIC LOAD EFFECTS OF SWINGING. CISTING OR LOWERING. WINO C3CITIa4S. AS WELL AS ADVERSE OPERATING CCITIONS ANt PHYSICAL MACHINE DEPRECIATION. OPERATING RADIUS IS TIC NIZONTAL DISTANCE FROM TIE AXIS OF ROTATION TO TIE CENTER OF VERTICAl, 501ST LINE OR LOAD BLOCK B00M ANGLE IS TIC ANGLE BETWEEN IZONTAL ANt CENTERLINE OF 6004 BUTT ANt INSERTS ANt IS AN IN ALL CASES. OPERATING RADIUS SHALL GOVERN CAPACITY. 6004 POINT ELEVATION IS INCICATIOM OF OPERATING RADIUS. VERTICAL DISTANCE FROM CR01510 LEVEL TO CENTERLINE OF $0054 POINT SHAFT. RINGER ATTACS’StENT, 305’ CRAWLERS. 60’ TREADS. 33 RETRACTABLE GANTRY. 30 MAST. MACHIkE EQJIPPED WITH 60 PART BOOM ICIST REEVING. EIGHT -3/8’ 6004 PENCANTS. 23,000 LB. CRANE Ca,4TERWEIGHT 120.000 LBS. WITH NO. 49667 ArC 978.700 AUXILIARY COLI’ITERWEIGI4T. C3..JTERWEIGMT ASSENtLY LB.
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CHECK A*CJN4T OF AUXILIARY COLI’ITERWEIGNIT ON MACHINE BEFORE USE OF THIS CKART.
WARNING,
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Page 36 APPENDIX
C.
CB&I
-
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SHT C-i
L
Rolled from CB&l’s Memphis plant, the nu clea, reactor pressure vessel is being lifted br upright placement into. cylindrical steel teal. ity to undergo hydrostatic and other tests.
penetration holes- 185 of
Control rod -were highlighted
weight of the reactor vessel
is 624 tons.
All About "Ichabod" Muscular derrick at Memphis has 1,000ton lift capacity How do you lift up to a thousand tons of steel? At Chicago Bridge & lron,Company’s plant in Mem phis. Tennessee, it can be done with a rotating stilfieg derrick-designed and built by CB&l-that is believed to be the largest of its type in the world. Vessels produced at Memphis-which may weigh 1,000 tons or more-must be moved from the plant to the waterfront, set upright and tested, then loaded on barges for shipment to job sites. CB&1 couldWt buy equipment suited to its unique needs. It didn’t exist, So the company designed and built it, Construction began after months of study and plan ning, but within a year after breaking ground the facility was ready for testing and loading of the Mem. pids plant’s first reactor,
4
them
as the reacto, vessel was lowered into the steel test "tank" Basic
From a distance, the derrick looks like a huge pre historic bird. The structures mast head is 167 feet high and the boom tip-the structur&s projecting Theak"reaches 230 feet above ground. Lifting capacity varies from L000 tons at short radius to 150 tons at maximum radius. Moreover, it is de’ signed to handle loath up to 1,250 tons under con troHed conditions. The jib has a capacity of 100 tons, The hoist has five drums driven by an electric motor and is equipped with more than three miles of cable, Rotation is accomplished by means of three cal’ri ages, each having 16 wheels and each powered by an electric motor, The carriages run on a pair of rails, which are supported on a concrete ring beam, This beam rests on concrete piles. It takes only one man to operate the derrick. Loads can be lowered so slowly that it is difficult to observe movement and, if necessary, the huge derrick can be
Memo to: Ray Stefariski July 12, 1990 Page 37 APPENDIX C.
SHT C-2
CB&I- ICHABOD
Hea stnl head-weighing nearly tOO tons-is placed on nuclear reactor pressure vessel preparatory to testing. Specially designed by C8&l engineer. and whimsically named "Ichabod". the derrick making the lift has a 1.000toi, capacity, is the largest of its type m the world. Top section ol the cylindrical test facility is in the loreground.
rotated just a fraction of an inch. However, provision has been made for relatively high speed operation when handling light loads. in addition to being able to handle pressure vessels, the derrick is suitable for use in assembling large struc tures such as drilling platforms or offshore storage tanks, and is capable of unloading virtually any mate rial that may be delivered to the plant by water. The waterfront complex, however, is more than just a derrick. Large, heavy vessels must be moved from the shop to the water, tested to exacting requirements, and loaded aboard barges on a river which may rise and fall 45 feet annually.
A retaining wall, consisting of six 60-foot diameter cylindrical steel cells projecting 60 feet above the river bottom, takes care of the river fluctuation, Stability for moving the vessels is provided by a fourtrack rail sys tem. Cars yoked together are used for big pieces.
Testing and post-test
inspection of
vessels, which
may require a month or more, requires protection from
the weather. This is provided by a vertical tank-like test
per
building made in sections. During testing, be removed a dozen times.
the up
section ma
The test building rests on a concrete pad. There are two other such foundations-one was used for the load test-plus a pad on which vessels are tilted upright or lowered to the horizontal position. Each pad is equipped with air, water, gas, oxygen, acetylene and electricity. To meet nuclear test requirements, there is a boiler to heat water and two demineralizers which render the water so pure that it will not conduct dec. tricity. The whole test complex is ligited to pennit around-the-clock operation.
Once again, CR61 employees have proved they are capable of meeting any challenge, anywhere-10, miles away or in their own backyard.
S
Memo to: Ray Stefanski July 12, 1990 Page 38 APPENDIX Dl
JAKE’S HEAVY TRANSPORT SYSTEM
SHT Dl-1
Big Loads Roll Lightly New JXS heavy-haiti system effectively controls axle loading, while providing higher speeds, more stability and a greater margin of safety by
WALT
MOORE.
Senior Editor
Nevada’s gold-mining industry is flourishing these days, and mines such as FjrstMiss Gold Inc., near Winnemucca. are installing new technology to process ore more effi ciently. Part of FirstMiss Gold’s new technology has included in
stallation of three huge autoclaves,
pressurized vessels that use steam, oxygen and sulfuric acid to initially process the ore. But before these massive vessels-each
weighing
404.000 pounds-could be installed this past summer, they had to be moved 16 miles from the rail spur to the mine.
FirstMiss Gold realized that
with drawbars. While it’s an owr simplification, the dolly-system used by the heavy-hauler is similar to the method employed by a furni ture mover who places small wheeled platforms, dollies, under large, bulky pieces. But the dolly-system has inher ent disadvantages. Greer says. Placing a large, heavy load on the system is a long, complicated, la bor-intensive process, which nor mally requires the hauler to fabri cate expensive custom frames to mate the load to the dollies. And if the load has to be backed up more than a few feet, he says, each dolly normally has to be jacked up and rotated 180 degrees.
moving these immense loads over a "Fortunately," says Greer, "We combination of rave! and paved were just putting the finishing roads in the northwestern corner touches on our new JXS heavyof the state would require the sery. haul system when we got the SI, ices of an experienced heavy-haul Because the system uses trailer er. In anticipation of the moves, modules instead of dollies, loading bids were solicited for the job near time is only a fraction of what it ly three years ago. One of the firms would be with dollies, And since asked to quote was Jake’s Crane & the trailers provide an integral Rigging Inc., a large crane-rental hauling platform, very little rus and heavy-haul company head torn fabricating is required." quartered in Las Vegas, Nev, "When we were asked early this The first time out year if our bid was still good," says Based simply on the efficiency John Greer, the firm’s business manager, "we had to dust it off and take another look. We’d bid the job based on using dollies-the best technology available at the time for moving loads like this, but obvious ly our costs for using that system had increased in three years." In a dolly-system, a series of indi vidual wheeled platforms are placed under the load at strategic locations, and often are connected With one ilthe 202-to,, autoclaves aboard, the urn’ transport system is powered by two Peterbift tractorsone pulling, the other pushing.
JXS
and economy of its new JXS heavy-
haul system, Jake’s Crane & Rig ging remained the low bidder for moving the mine’s autoclaves.
When the firm loaded the first vessel onto the new JXS trailers. the combined weight of the payload
and transport system totalled 575,000 pounds, Except for the front axle, which carried only 20,000 pounds, all axles in the sys tem carried nearly equal loads, And the maximum load on any of the system’s tandem axles was 68,000 pounds-a weight that would be street-legal under almost any state’s heavy.haul permitting system for an axle width of 14 feet. "Not only did we protect the
pavement from excessive axle-load ing." says
Bob Dieleman,
president
of Jake’s Crane & Rigging, "we reached speeds of 23 mph on some parts of the haul- And since this was the first haul with the new system, we were being very conser vative about speed. Each "axle" in Me JXS system consists of a pair of independent u’heet assemblies located trausrenely across from each other. Note the pin co,,nec lion between the two trailer modules.
Memo to: Ray Stefanski July 12, 1990 Page 39 APPENDIX Dl JAKE’S HEAVY TRANSPORT SYSTEM
SHT Dl-2
Each axle is a pair ofindependent wheel assemblies
21-axle versions, which include a The cylinder absorbs all vertical, three-axle pulling tractor, Using a rotational and moment loading, patented suspension system, the and serves as a bearing when the poc’einent deviations- For off-road JXS system, according to cylinder rod rotates to steer the hauling, the rear section of the system Dieleman, is designed to move pay wheel assernbly. can be nianually steered. loads of up to 250 tons at highway Coordinated steering of all the speeds. And even at rnaximum wheel assemblies is handled by a "With a dolly-system," says load, the weight on any of the sys mechanical/hydraulic system that Dieleman, "you’d have been limited tem’s tandem axles would not ex senses movement at the pulling to maybe 2 or 3 mph on the route ceed 70.000 pounds on an axle tractor’s fifth wheel. Each wheel we used, and then you’d worry width of 14 feet. assembly also is equipped with its about a dolly kicking out from Each axle in the JXS system is own air-actuated, drum-brake sys under the load if it hit a pothole. We actually a pair of independent tem that meets federal highway think our new JXS trailer system wheel assemblies located on oppo regulations. The hydrusaIie.over.nitrogen suspeI sion system gives the JXS system the ability to react instantaneously to
has the potential to revolutionize
heavy-hauling."
lake’s new JXS system The new JXS heavy-haul system was developed jointly by Jake’s Crane & Rigging and engineering consultant Jim McGhie, who, after 18 years as chief transport engi neer with Amhoist, now owns Con struction Equipment Design Co. in Eagan, Minn. The JXS concept, essentially, is a system of modular trailers that can be configured into 11-, 13-, 17- or
site sides of the trailer module.
Each assembly uses two sets of dual wheels, which are connected with a rigid axle, Each wheel as sembly’s axle, however, is pinned to a vertical hydraulic cylinder, a con nection that allows the wheels to oscillate side to side to follow the pavement’s contour.
The outer housing of each wheel. assembly cylinder is pinned to the trailer’s frame, Actually, two pinconnection points are available for each assembly, allowing the axle to be either 12 feet or 14 feet wide.
The secret’s in the suspension At the heart of the new JXS transport system is its hydraulicover-nitrogen suspension system. Although suspension plumbing dif fers slightly depending on the exact configuration of a JXS trailer module, the hydraulic suspension cylinders for two adjacent wheel assemblies, on the same side of the trailer, typically are intercon nected with a nitrogen-pi-essurized
accumulator system.
"The beauty of this true floating
Memo to: Ray Stefanski July 12, 1990 Page 40 APPENDIX Dl JAKE’S HEAVY TRANSPORT SYSTEM
SIlT D1-3
suspension system," says Kent Goodman, lake’s vice
president or
operations, "is its ability to react instantaneously to pavement devi ations. The accumulator system, coupled with the long, 18-inch stroke of the wheel-assembly cylin den, makes it virtually impossible to get axle overload or point-load ing." Because the system reacts so quickly to pavement contour. Good man says, positive tire contact is maintained, and dynamic loading of the pavement is virtually elimi nated. Dynamic loading, a proven enemy of any paved surface, occurs when a slow’acting or inflexible suspension system allows a vehi cle’s wheels to bounce, momentari ly creating loads that exceed the load of a static axle. The suspension system also pro vides other unique advantages- By using the hydraulic power-pack, an
integral part of the JXS system. the suspension cylinders can be used to adjust the height and atti tude of the load. A control panel on each trailer module allows adjust ment of the suspension cylinders and also incorporates gauges that provide a direct reading of each axle’s load. This feature eliminates the time-consuming process of run ning each axle over a scale to verify weight. Laboratory tested According to Greer, the firm was extremely pleased with the JXS system’s performance on its first job. But perhaps even more encour aging, he says, are the results from a test conducted by the University of California, Berkeley. In the test, the JXS suspension system was compared to systems using air-bag, leaf-spring and walking.beam sus pensions. Each of the systems was evalu ated on a shaking table at the Uni versity’s Earthquake Engineering Research Center. The objective of the test, according to Dr. Jorge Sousa, a principal researcher on the project, was to investigate the relative level of pavement damage caused by heavily loaded truck trailers equipped with different types of suspension systems. A report issued to summarize the results of the test states that "an alternative method for compar ing trailers is to compute the amount of payload a trailer can carry over the life of a pavement Reprinted
This value can be computed by multiplying the number of passes the pavement can withstand by the total load carried with each pass." "By applying this currently adopted methodology," says Sousa, "it is clear that a JXS-14 trailer is capable of carrying more load over the life of the pavement section considered than any other trailer studied."
When the new ITS suspension system was evaluated on a shaker table the University of California. Berkeley, it was found superior to the other sys tents tested in its ability to carry more load over the IV, of a pavement see
by
tion,
integral part of the transport sys tem-commonly called a "Schnabel hookup." This arrangement allows the load to sit low, facilitating the movement of high loads. What does Jake’s Crane & Rig ging expect from the new ,IXS sys
Building on success Because the new JXS transport system is based on a modular con cept. says Dieleman, it has the po tem? tential for a wide range of configu "It should help us expand the rations. An idea the firm presently heavy-haul side of our business," is developing entails a system of says Greer, "and that’s important modular goosenecks, which can be these days, because the crane-ren fifth-wheel mounted to the JXS tal business is so competitive. With trailer modules. the JXS system we can compete With the new gooseneck system, with other heavy-haul systems de the JXS concept can be expanded signed for highway travel, but by fitting a low-bed platform be which normally are limited to car tween two trailer modules. Or, the rying around 140 tons. We think goosenecks can be fitted with cus our new system also gives us the tom adaptors that connect directly potential to compete with the rail to the load and make the load an roads on cross-country hauls." U from CONSTRUC11ON EQUIPMENT October, 1988
C 1988 by CAHNERS
PUBLISHING
COMPANY
Memo to: Ray Stefanski July 12, 1990 Page 41 APPENDIX Dl JAKE’S HEAVY TRANSPORT SYSTEM
SIlT Dl-4 REAR STEERING CAB
POWER WIT
TRACTOR
I
-
FIFTH WHEEL
- tW
I
air
I
BASIC 17 AXLE SYSTEM
FIFTH WHEEL
I
air
nc
i
ADJUSTAILE BED HEIGHT
air
ir.’.-
rca INCREASED STABILITY & LOAD RATINGS, TRAILER mom EXTENDS FROM
12’ TOld’
AXLE SPACING CONFORMS TO HIGHWAY CODE
GOOSENECK
1
-
7A000R / 1
nfl
‘-‘In
REMOVE
SECTIONS
r
-
S11NGR MODULES II LONG WF4 aS AXLE UNflS
TYPICAL BED CONNECTiON
Sd.3
a
O -
/
TYPICAL GOOSENECK
MODULAR PIN cCflON TOMAIN STRUCTURE FRAMS
JAns
6’ CIA SUSPENSION
MAXITYPE2E’
BRAXES 12.25x7so
air
‘A
MODULAR BED SECTIONS PROVIDE BED LENGThS FROM 1510161 BED WIDTHS FROM 5’ lOIS’.
FOR INCREASED CAPACITY, ADD-
-I---
air
-..-
CYLINDER
w/n- VERTiCAL
STEERING UNK
CRANE, RIGGING & TRANSPORT INTERNATIONAL
1 -800-553-JAKE INDUSTRIAL ROAD *109
LAS VEGAS, NEVADA SillS USA FAX 1’752’7IS.tSSa TEES -MICHELIN 2i5/75R17.SX’TA LRH
TYPICAL JXS HIGHWAY PAYLOADS* LOAD SUPPORT
,s
cONFIGURA’nONr
I,
12’
WIDE:
I
SCHNABEI. My Lvql
-
flEAM lSE
OPEN 000USIECI ‘I a-.
t-
I.-
N
‘-,
On
-
GOOSENECK
iI’C.flfl
N*aa
I3AXLE
270.
228
234
xl
219
200
NA
NA
I7AXLE
3 456
317
320
255
250
260
394
352
NA NA
NA
351
NA
NA
NA
13 AXLE
301
260
265
232
251
230
NA
NA
AXLE
401
362
354
3n
NA
NA
324
304
21 AXLE
500
408
450
405
NA
NA
NA
NA
21 AXLE 14’ WIDE:
BRIOT
-
i,000Ibs
17
FOOflIOTES:
tafflona IagL badfrqs. on lead suppoit mrodologEn. oPhighway peloi1san be aop.aninaWp9C%hcti. flS’pcal 041 ada n,bnabo,n and supped stuct.n and lsmgfl nalso a4assbls -
Memo to: Ray Stefansid July 12, 1990 Page 42 APPENDIX D2
ry
JAKE’S
-
AM-l1320
SHT D2-l
1j U’ ‘-U
no ‘I
IA’
-u
00
I
C O*0*N
WOO u
TN5Oi*G
_ Memo to: Ray Stefanski July 12, 1990 Page 43
JAKE’S
APPENDIX D2
-
SIlT D2-2
AM-11320
CAPACITY CHARTS
-.
AMERICAN MODEL 11320 En
CaW Side View of Crane RIdS
Fs
cm
::
So’ U"-
‘7
20 25 28
SO
‘2O"’
30 35
50 70
!
US 900000
758510 574380
IC
348650
208680
28,
--
End View of Crane
31 35 4i 60
70
90
120 ‘50W
ISO
180 210 250
362810 312590
268500
Ic
S
45
269
140 180
220
260 300
350
129410
45*50
Side
Ow End
150000 661990
5CCCC 68990 5602C
Unnd
560300
IC
360940
1C
IN
Sr
240450 155370 il!740
0.20450
92990
92990
345090 281110 231620
167800 ¶14270
167800 ¶14270
53360
83360
5
48900
48900
IC
¶24500 124500
62830
62830
35530
35530
396820
1200000 665850 590710 396820
550000
588520
550000 410840 314180 247870
588520 510080 410840 314190 247870 1973%
274450
ii’04c
231620
‘200000 665650
5907i0
155370
281110 ,
$
360940
345090
IC
loom
‘C
550000
C
5
1973% 137620
273450
137620
168250
50 60 89
lb
159200
Ovur
I
$
ISO
--
UN
I
445090
130 -
Sr
496806 123670
ice
Iota
UI’
167700 142220
IC
0
65750 64080 442 IC 28130 ‘6850 5590
I
II
119410
83030 53350 35880
124500
12530 I
1 9.2! 3 82030
23330
53350 35880 23240
14320
13320
6220
6220
IC
199570 189870 159870
I
189870 159870
189870
189870
189870
158040
158040
131500 108500
131500
84240
108500 84240
NOTE- Capacity rating,, shown in pnunds, are typical and for reference only. They are not intended to replace Aniencan’s charts at capacity ratFngs.
Memo to: Ray Stefanski July 12, 1990 Page 44 APPENDIX E. ANTHONY
-
DEMAG CC-12000 SH/LH
900/800 54-90m
SH/LH
SIlT E-1
Memo to: Ray Stefanski July 12, 1990 Page 45 APPENDIX E. ANTHONY
-
DEMAG CC-12000 SH/LH
Tragfähigkeiten mit Kauptausieger Main-Boom Ufting Capacities
Forces de levage avec flèche Capacità di sollevamento con braccio principale
SIlT E-2
SH/LH
0.
400t
r
75%
d ..atI,..,
r
RIS
Isaissestqs’
Ls* aiMs lea.
I2 ‘4
‘I
a
1
Ls.umvd. lots ‘La..,?
Mm .1.
ii.
a.
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a a a a a a it
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-
ii 75
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-
so
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a a
a
va
ip
S ¶5 Its
a
a
IS IC ¶fl
¶75
‘57
-
a...J.p. ssiw 75% dir wid es ,nJi...i Dlii 150102 PrOfis * lax W.*St + 0.1 X AS 1...S..u,..4Jt sat Is fted.,..,a .dwls* Dc Gurtidit dir WSIS. loss dir Laflvnss .U dir IS wid m widen 1iIwW’C" ipw.iqin
3*
K.a.Sl.b beE ma Ail.yiJ.y. nSg bi:
a 5
a
O.neC.p.dly Nm Gross ‘r de 1W maid 75% ci ticokia loS s.d a. k* 4......ha wilt Oil I501St2Øs laid - iS x tlftIng + 0.1 x nlgM ci boom ruduad t boom poet The weight ci hook buSt aid ci other 4eidb.g -_-riseS ..nã4...J - tithe , end salls a...... thom Stould be na Owe with irisxflan Sigth ci boom i s operas S5y8 El
WkidoseSWndlglSt ........ WlndflkhsdsrL ..,...,.....,.,.... lm’ftIS Dli A&snathaig dir maxinat llgtviigkdt nedi dir Tt.I. hat sins vOIH9 sCum uS bigWS,. MteflMchs ‘sass lid Sdv$qlegs uS FSwe. Ober nt...- Guide ibid Ma l.v.flLr. uS Loot iIj sd,ánn dir
tttz I
WbWPWewsS ,....._,,_ wdaW*nd Speed at
.....,....
938*
Wk.dStxtaaciLoS....,,._..., -. lm’flloS The nslmum We ‘town Wilts des depend onsfrm.
5* unilonruy a,..fl.. sudace. Shorter boom lingdw end Sw eepedtise apply S doping poeltocn atd VmS
itenâ lot lurther perticulam end higber
cci
Memo to: Ray Stefanski July 12, 1990 Page 46 APPENDIX E. ANTHONY
.
DEMAG CC.12000 SSL/LSL
900/800
54-114 m
SSL/LSL
SIlT E-3
Memo to: Ray Stefanski July 12, 1990 Page 47 APPENDIX
E.
ANTHONY
.
DEMAG CC.12000 SSL/LSL
SHT E-4
Tragfähigkeiten mit Superlift
Lifting Capacities with Superlift Forces de ievage avec Superiift
SSL/LSL
Capacita di sollevamento con Superlift COt
=
___e
i.e.-p.
m
I2
3600
75% 0
r
I
8
C aI5
I
I
I
11
__________ _________ ______
Memo to: Ray Stefanski July 12, 1990 Page 48 APPENDIX F. THE STRAND
ENERPAC- STRAND LWF SYSTEM
SHT F-i
LIFT
This lift system is designed for high lift/lower of large tomage loads. Each cluster uses .6-270 grade standard pm-stress strand available worldwide. The sysem offers a central control console for precise fling and lowering and uses standard hydraulic components. For complete safety, loads can be mechanically locked off at any point. Vanable speeds are possible depending on strand cluster, sn and number. Each pump can handle up to bz kit clusters.
,,r to field release, strand lift system goes through testing to verify perfor mance capabilities,
THE APPLICATIONS Titines
Strand lift pump shown can operate up to four 4 clusters. ORDER MODEL NO, PS14418
Stators Stamping and Forming Presses * l’4eavy Machinery Piessure ssels rigging s
Bndge Construction
* Concrete Slabs
* Load Skidding
* Refurbishing Container Cranes
SYSTEM OPERATION Three ENERPAC Cylinders are mounted between two plales. Each pfate has tapered holes through which the strands pass. The taper allows hydrauli cally activated chucks to seat in contact with the - strand, lacking it in place.
DIMENSIONS ST’132 In Inches
During ifting, the top strand chuck is seated, and the bottm chuck is in the open position. The jack ing cylSiders then extend to the limit of their stroke. At this point, the bottom strand chuck seats, the top chuck rrcves into the open position, the jacking cylinders retract and another cycle begins. In the lowering process, these steps are reversed. ‘l.a
En.d fl.25
STRAND LIFT CUJSTER
SELECTION CHART
Descttptlon
jL,e6;
6 Strand Cluster Strand Ouster [I 12 Strand Cluster flUng speed shown Is with __ 2 gIven clutter sets.
Lilting Speed’
Order Model No.
So ttm
51-66
37ftThr
51-86
25 ftThr
ST-i 32 PST-1418 pump powerIng
Need help with your lifting application? Write ENERPAC, Box 325, Milwaukee, Wi 53201-0325cc call 1400-433-2766 with scar specifit For extra chucks
-
Order Model No. SC-Il
a
SSCL-N-747
ATFAHMENT 2 GANTRY CRANE DIMENSIONS. Letter Jim Nelson of Ederer Incorporated to Ron Hoffmann December 26, 1990 reference: Interaction Stations Gantry Cranes
EDERER INCORPORATED S 26 December 1990
Ron Hoffman do Superconducting Super Collider 2550 Beckleymeade Avenue Mail Stop 2000 Dallas, TX 75237-3946 Reference:
Interaction
Stations
Laboratory
Gantry Cranes
Dear Ron: Per your request, we have produced a diagram and chart of pre liminary dimensions for gantry cranes. Please keep proximate. to 1500 ton made by the
in mind that the enclosed information is only ap For all the cranes, and particularly for the 500 ton cranes, dimensions may be affected by design choices manufacturer as well as final specifications.
let us know if we may be of further
Please
Very truly
service.
yours,
EDERER INCORPORATED :-
q
NQeames E. Nelson irector of Sales
& Marketing
jen: ta enclosure
2925 FIRST AVENUE SOUTH, SEATTLE, WA 98134 * POST OFFICE BOX 24708, SEATTLE, WA 98124 TEL: 206 622-4421 * TWX: 910.444-2211 EDERER SEA * ESL: 62840478 * FAX: 206623-8583
Chkd. Appd.
Date Date
uuu
nu.
EBERER N’
Subject:
Supgcws.n,uct-na&
5ueet
Co%be&
p.i,aøi-cY_Ct,’nt lu’tQiutQS
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cbkd. Appc
SS CL-N-747
A1TAHMENT 3 GANTRY CRANE COSTS. Memorandum Ron Hoffmann to Ray Stefanski September 17, 1990 subject: Cost of Gantry Cranes.
Superconducting Super Collider Laboratory 2550 Beckleymeade, Building 4 Dallas, Texas 7523 7-3946 Conventional Construction Division TO:
Ray Stefanski
FROM:
Ron Hoffman,
DATE:
September 17, 1990
SUBJECT:
Cost of Gantry Cranes
,f
In accordance with your request, I have obtained rough cost information on gantry cranes. My source has been business acquaintances at Ederer Corporation in Seattle, Washington with whom I have worked in the past. Ederer is not the only company in this country who can provide the types of cranes discussed herein, but the cost information obtained should be good, middle-of-the-road, numbers. The information on the first three gantry discussed below was obtained from Jim Nelson by phone on August 29, 1990. The information on the fourth crane is summarized from Neil Skogland’s letter of September 7, 1990 which is attached to this memorandum. cranes
1. --
2.
Lift CapacitySpanHook Height Above GradeLiftRough Estimated CostLift CapacitySpan-
Hook Height Above GradeLiftRough Estimated Cost3.
100 short tons 200,000 lbs. 100 ft. 50 ft. SOft. $1,000,000
Lift CapacitySpan-
200 short tons 400,000 lbs. lOOft 50 ft. 50 ft. $1,500,000
Lift Capacity-
1,500 short tons 3,000,000 lbs. 164 ft. 50m 66 ft 20m 263 ft SOm $10,000,000 plus?
Hook Height Above GradeLiftRough Estimated Cost4.
50 short tons 100,000 lbs. 80 ft. 26 ft. 26 ft. $500,000
Span-
Hook Height Above GradeLiftRough Estimated Cost-
A final note: I have very high regard for Ederer’s work based on past experience and recommend that they be included in all bidders lists for cranes, either bridge or gantry. cc. S. Archer, J. Sanford, T. Toohig, R Tener, M. Harris.
EDERER
WJ1’°’
INCORPORATED
S
7 September 1990
Ron Hoffmann do Superconducting Supercollider Laboratory 2550 Beckleymeade
Building 4, Mail Stop 2011 Dallas, TX 75237-3946 Reference:
Interaction Stations Gantry Cranes -
Dear Ron:
-
Thank you for thinking of Ederer when considering the requirements for large capacity cranes for the Superconducting Supercollider project. We are sorry that it has taken a while to respond, but we would like to express a high interest level in the project. As you know, Ederer specializes in crane requirements that are beyond the ordinary, and the proposed gantry cranes certainly qualify as extraordinary. While Ederer has designed
and manufactured cranes of 320 foot span, 240 foot lift, and 700 tons capacity, the combination of high capacity, lift, and span together make the interaction station crane requirements truly exciting. Ederer has performed preliminary design for the crane with the following assumptions: 1500 short ton capacity 3,000,000 pounds 50 meter span 80 meter total lift, 20 meters from grade to high hook 1 meter per minute maximum hoist speed fully loaded; 200:1 hoist control speed range to allow minimum main motor speed of 5 millimeters per minute. 250% field weakening to allow up to 2.5 3.0 MPM unloaded hook speed. Separate variable speed clutched micro motor with maximum speed of 150 millimeters per minute, with position control loop allowing over 1000:1 speed range, positioning within fractions of a millimeter. Multiple layer drums with level wind devices spooling large-scale over 1½" dia. high-strength wire rope. -
2925 FIRST AVENUE SOUTH, SEATTLE, WA 98134 * POST OFFICE BOX 24708, SEATTLE, WA 98124 TEL: 206 622-4421 * TWX: 910-444-2211 EDERER SEA * ESL: 62840478 * FAX: 206 623-8583
Superconducting Supercollider Project Ron Hoffmarm 7 September 1990
-,
3 RANS
Page 2
Design Assumptions continued
X-SAM® eXtra Safety And Monitoring hoist safety system. The X-SAM system not only offers a second load path for a single-failure-
Ederer’s
proof system, but also manages the hoist’s high speed energy to allow the hoist to withstand the types of incidents which cause other hoists to fail and drop the load. Other hoist and crane construction details consistent with the class and service of this special application. Ederer would likely offer a torsionally loaded single girder gantry design for this application, similar to our long-span log cranes and our 320’-O" span gantry for McDonnell Douglas although at a much larger scale than the 10 ton Douglas crane!. The single girder design offers crane weight economy, and minimizes the number of structural pieces required, which we consider important for an application where the crane will be moved from site to site. Concerning erection of the crane and transit between interaction stations, our preliminary estimate shows a girder weight of approximately 1.5 million pounds. Ederer assumes that the crane will be erected on-site using prefabricated structure, with significant assembly required. Ederer assumes that crawler transporters will be used to move the nearly 4,000,000 pound structure from station to station without having to completely disassemble it into manageable pieces. As you suggested during our telephone conversation, we will certainly be prepared to consider creative means to handle the extreme loads involved; standard crane practices such as using 36" maximum diameter wheels on 171# rail may not be practical for runway support. Ederer is investigating use of lubricated Teflon sliding surfaces or high-pressure water films to support the gantry, allowing even load distribution over a large area. For budget planning purposes, Ederer expects that the crane described would cost in the range of 8 to 10 million dollars for the equipment FOB the Supercollider site, not including one-time erection costs or transporter.
____
Superconducting Supercollider Project Ron Hoffmann 7 September 1990 Page 3
UtIIjwl
-
CRMI --
tRAIlS
We hope that this information is helpful. We would be pleased to meet discuss the crane project further, and hope that we have a chance to meet with you soon. Very truly yours, EDERER INCORPORATED
Neil Skogland Manager, Special Projects. NES/mmo
SSCL-N-747
ATFACHMENT 4 BRIDGE CRANE DIMENSIONS Excrete Overhead Crane Handbook published by Whiting Corporation fourth edition, 1979
S TO 50 TON, PENDANT CONTROL pages 38 through 51. 10 TO 50 TON, CAB CONTROL pages 52 through 63. 60 TO 500 TON, PENDANT OR CAB CONTROL pages 64 through 79
WHITING
38
CRANE
HANDBOOK
Part A-Pendant Control MIt
Fig. 35 Rated
Spa 2O’O’ 30’O"
A 4’5"
40’O"
5
47"
500’
4’6"
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.
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361" 43’?
-
WHITING VU
HANDBOOK
CRANE
39
3-I P01 NOTSIIZI$ 00113. TIAVUI TIAVIL PU 24-Il 7*40 IT. tWT
IN MOTSIIZI5 VIRY.
3-1-41 TI
$5 PT. Un
4-I-U TI III PT. SiFT V
C/t NIN$
Fig. 37
Riled Load
Span
-
-
-
-
Wheel
Rn
Trolley
Rail
Wejlit
30 lb. 301b. 30 lb. 3db. 30 lb. 30 lb. 301b. 401b.
3,900 3,900 3,900 3,900 3300 3300 3.900 4400 4,900 4400 400 4600
60’O’
-
-
-
-
-
-
7’3" 7’3’
-
-
5’9’
7,0" S’3’
-
63’ 59" 6’3"
*‘3’
59’
79"
56 tOO
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500’
-
-
-
-
-
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6’3" 5’9" 6’’
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SO’S" 20’O’
15 TON
-
-
"
-
30’0"
TON
-
X
s’o"
40’S" SO’S’ 20’O’
14O
R
Load 3,500 9.500 10,500 12,300 14,200 1400 15.900 13400 13400 14200 15,000
20’O" 30’0"
5 TON
N
-
-
-
-
-
-
-
-
30’O"
-
-
40’O’
-
-
50’0"
-
-
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7’3’ 7’3’
-
-
-
53’
?‘9’ 5’3" 7’?
S’3’ S’3’
59" S’3" 89’
40 lb. 40 lb.
16.300
17,600 17800 20100 20,300 20.200 20400 21300
32
40*. 40*.
40*. 40 lb.
100
7’9"
6’9’ 59’ 6’"
9’ 7’9" 5’’
11.100 11.300 19,700 39.900
69’
S’9"
20.300
5’?
79’
21,500 21 700 21.900 23,300 24,000 24,200
401b.
23400 25200
60 lb.
V3’
S’3’
6’9’
S’9" 7’? 5’’
3’? 5,9’ 6’," p3’ 7’?
-
7’9’
5’’
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6’3’
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73" 7030
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93’
99"
sr
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30 lb.
40 lb.
26.000
25,500 25.700 25.900 27,soo 27.700 27,900
601t 60*.
-
14400
20100 26,300 25300 31,000 11.500 11.900 13300 14,200 57.000
4900
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21,300 21700 29,500 29,900 28200 29.200 34,400 34
43M
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Crane Weight 10.300 11900
ii
5,200 5,500 4300 5,200 5,500 4,900 5.200 5.500 4300 3.200 5,500 4,900 5.200
12,200 12400 14,900 15,300 15.700 19,500 59300 20,300 26.500 2600 27,600 30,600 30200
5,500
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5.200 5,500 5.500 5,200
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3200
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WHITING
40
CRANE
HANDBOOK Mild.
Fig. 35
ft’s LaS
1 5 TON 51.
Spa 20’O’
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$ 5’?’
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£ 5’
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7’2’
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52’
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6"
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For ssch 1’.O" add
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5’2"
5’Z’
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5’ l’2’
22"
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6"
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5’
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6’
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5’
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6’
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5’S’
4’IO"
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3’S’
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7"
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9’S"
7’S"
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$‘O’ 6,0’ ?‘O’
36’S’ 22’S’ 29’S"
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36’S’
6’O’ 7’O"
22’S’ 298"
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60"
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8,0’ 9’S’ 70" I’S’ 7’S" 1,0’ 70’ 0’ ?‘O’ S’O’ I’S" It’ 70’ 5,0’ S’O’
29’S’ 36’S’ 29’!" 36’S’ 43’!" 29’S" 36’S’ 43’S’ 390" 46’S’ 39’S" 46’S" 39’S" 46’S’ 39’O’ 46’S’ 390’ 46’S" 39’o" 46’S’ 46’S’
14’O’
9’S’
54’Q’
12’O’ 32’S"
30’S’
5’s’ 7’S"
WHITING
CRANE
HANDBOOK
41
VU 24 Poe .oromzts 00113, TSAVII IN MOTONIZIS YIn. TIAVU VU 24-Il TO IS FT. tNT 34-40 TI 5$ FT. SiFT 44-SO TO III FT. LIFT
C/L N0Dt$
Fig. 37
-
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Spin
N
200"
45"
3I’ll"
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4’S"
40’o’
4’S’
4’S’
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4’?
4’S"
6U’I"
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‘‘5"
4 t Wt%tI * U I %,PI ST. AUX.
-
5’9’ 6’’ 6’9’ s’r 6’3"
5’’
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3’Y’ 6’’ 6’9’ 5’Y’ 6’"
4’S’
4’S’
-
8I’O’
4’S"
4’S’ -
-
-
20 TON
&u’ti’ 7l’O’
911’ll"
-
-
-
-
-
-
-
-
-
.
rant Weigh’
18.900 19.201 19,500 21.700
31 lb.
7,200
14.101
7,704
14.701
8.200
33,300
7,200
17,200
7.701 8.200 7,211 7,700
17,800 11.400
40 lb.
21.000 21,300 22.501 22.501 23.100 24.810 25.10.’
8.204 7,204 7,711
21200 22.400 23.000 28.500 29.400
61111’.
8,200 7,201
30.500 32.710
611 lb.
40
lb.
611th.
5’’ fl’
26.900
7.701
33.300
27.200
7’’
8’9’
7’’ 7’S’
9’’ 9’9’
26,700 27.000
8.200 7.700
7’’
8’S’ 9’’
33.900 33,80 34.400 35.000 41.400
26.ô
41.000 41400 23,400 24,000 28.700 29.300 34,500 35.400
60 lb.
7.400
45.200
60 lb
45.500 43,500
32400 34300 34.500
7.801 7 400 7,800
60 lb.
7.400
9’Il"
37,400
61 lb.
9’S"
37,701
7.800 7.801 8.201
b’S" 7’O’
8’S’
29.904
6’S’
8.0" K’6"
32.600 32,900 32 300
6,6"
7.0’ 7’9’ 7’9’ 7’9" 7’9’ 5’3’ 5’9’
8,700
7,7011 8.211 8,701 7.400 7,800 7.400 7,800 7,400 7.500
8’O’ 8’S’ S’O" 8’6’ 8,0’
6’6’
5,200
27.300
28.700 29.000 29.300 25.600 25,900 27.600 27,900 29,600
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6’’ 6’9’
7’O"
40’S’
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Rail
25.410
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Rwy
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7’’ 30.0’
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Load
%
5’9"
6’9’
711’O’
-
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B’S’ 9’O’ 8’S’ 9’S’
611 lb.
40 lb. 40 lb. 40 lb.
44.100 51.400 52.004 62.801
63.400
42
WHITING
CRANE
HANDBOOK MIN.
Fig. 35
Raed I.o&d
Span
A
S
C
D
I
K
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30’O’
30’
4’lO’
3’O’
7’I I’
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911’l’
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43’S"
31’O" 37’U’ 43’O’ 31’O"
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WHITING
CRANE
VU 24
HANDBOOK
43
FM *TS*ZIS 01St. TIAflt NAVEL VU 24-Il T141FT.UFT t4-41 TIll PT. UFT
FM MSTSSZII VEST.
4’4-I* TI III FT. LIFT
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Fig.
Rated Load
.
-2O TON LW
a¾
37 Rwy Rail
Trolley
Crane Weh 25,900 26,600
N
R
X
‘‘
Load
3U’O’
4’S’
4’7’
5’0’ 8’S"
26.700 27 tOo
40 lb.
4010N
5’S’ DO"
4’S’
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6’S"
S’O’
25700
401b
7’U’
5’S"
29100
S’S’
8,0’ I’S’ 5’S" 5,6’ g’’ 9’O" 8’s’ 9’O’
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60 lb.
WeDI 9.900 30400 9900 30400 9,900
33,700 34.100
60 lb.
0,400 9,900
38,000 47.700
10,400
33,400 33.500 35.600 36.000
SO lb.
45,400 46,500
38,600
50 lb.
10.400
65,900
40 lb.
1.000 8,100 8.500
66.700 23.800 24 400 25.000 33.500
4’S’
4’?’
7’O’
-
4’S"
4’?’
?O’U’
4’S"
4’?’
S0’o’
415fl
47"
9l’O"
4’S’
4’?"
.
5’S’ 7’O"
-
30’O’
-
4’tl’
-
-
50’U"
..
7’9" 7’9’ 79
r S’3’
‘‘
-
70’S’ lfl’O’
-
9’S’ 8’O’ 8’S’
7’S’
39.000 30,200 30,300
9’O"
30.801
S’S’
S’O’
3 000
7’3’
5’S’
33,300
7’9’ 7’l’ 7’S’
9’O’ 8’O’ 8’6" 9’U’
1,0’
8’O’
33,600 35,200 35.510 35,800
7’S’ 7’9’
8’S" 9’O’
7’9’ 8’3"
S’3’ 8’9’
38.800 37,700 38,100
8’9’
9’3’ II’" 8’S’ 9’3" II’S’ II’9’ 9’3’
38.300 39.900 40 200 40.500 43,110 43,400 43.700
I’S’ ll’3’
-
911’O’
9’O"
8’’ 59’ 7’’
7’S’
25 TON
Wheel
Span
B’S’ It’ll’ B’S’ 91’
38.200
6OIb.
9,900 10.400 9.900 10,400
5.900 40 lb 40 lb. lb.
35300 50 lb. 50 lb. SOIb.
8 300 8,500 5,900 5,11W 8.500
31.200 31900 37.300
47.200 54,400 55.100
32,300 32.700 38.200 38,500
8,900
39.400
8.300 8,500
45,300 45,900
8,900
49.500
8,100 8,500 8.900 8.110 8,500 5,904 8,000 8,400 8,811
45,900
46,500 47,300 53.600 54.200 54,800 53,600 56,200 66,800
WHITING
44
CRANE
HANDBOOK Mlii.
Fig.
35
Rated Load
.
Span
A
I
C
D
£
C
3010’
5’O’
4’IO’
3’O’
i’ll’
5’
2’S’
411’O’
-
25 TON
St/U’
5’4’
5’?’
41ur
4’Itr
3’lI"
3’O’
I’ll’
5"
7’I I’
5’
I’S’ I’S’
H 6’
IlI"il’
6’
I I’ll’ l2’O’ liii"
7’
St AUX For each S’-O’’Sdl itt, add
12"toJ aid K.
70’Il’
S’II’
5’S’
4’IO’
3’O’
4’Il"
31,’
5’
7,11’
i’ll’
I’ll’
2’S’
I’S’
7"
7’
IDYll’
911’l’
‘O’
30 TON
5’S’
5’S’ S’4’
4’Ill
‘
410’
50’
31’
3’lI"
30’
i’ll’
7’I I’ 3’S’
______
--
1’l’ 2’!’ 5’
2’S’ 1’S’ 2’S’
7" 7" 1’
40’O’
S’4’
5,0’
3’O’
i’s’
5’
2’S’
7’
50’o’
5’S’
5’S"
3’O’
3’S’
5’
2’S’
7’
NOAUX. Foreath
6’.3" add’I
SOt’
5’S’
Sb"
3%’
3’S’
5’
I’S’
7’
lit, add 12"toj aidk, aid
5’s’
Sb’
3t’
3’S’
‘II’
2’S’
7’
tidY.
5’S’
S’O’
3’O’
3’S’
I’S’
I’S’
7’
e" loX
90’U’
5’S’
50’
3’iF’
3’S"
2’S’
I’S’
7’
K
I,
i’ip’
31’S’ 37’S" 43r 31’S’
I 1,11"
It’ll’
37’S’
I2’II" lip’S’ I ‘II’
9’II" i’D"
i’ll" It’ll’
9’ir
31’Ir 37’S’
I I’ll"
It’ll’ 991’ i’ll’ It’ll’
II’S’ I’S’
7’S’ 811’
13’S’ II’S’
9’ul’
37’S" 43’l’
71i’
33,0’
II’S’
5,0’
37’tp’
13’S’
V’ll’
43’l’
Ii’S’ I 4’ll" l5’ti’
It’ll’ S’ll’ It/u"
370’ 4 3’ll" 49’t’
lit’
Sb’
29’S’
12’S" 13’S" II’S" 12,0’
9’O’ 10,0’ Sb’ 9’O’
343’ 39’S’ 29,0’ 34’3’
13’O"
10’O"
39’S’
ItO’
S’O’
290"
12,0’ l3’l"
9’O’ 0,0"
34’3" 39’S’
lIt’
Sb’
29W’
I2’O’
9,0"
34’3’
13,0’ 2%’ 13,5’
lO’O" 8’ 9’O’
39’S’ 29’s’ 34’3’
14’S’ II’S’
IWO’ s’S’
39’S" 29%’
13’S’ 14’S’
9’S’ I0’II’
34’3’ 39’S’
3%’
8’U’
19,0’
34%’ I S’l’
S’t’
34’3"
I l’ll’
39’S’
2’Ir 60’ll’
aid add
6"toX sid v.
I
lull’
43’S’
31’S’ 37’l’
431" 31’O’
-
WHITING
CRANE
HANDBOOK
45
MU 24 P01 01T05n1 MISt. NAVEL FM *1011211 VENT. TRAVEL VU 24-Il
TI lIFT. LW? 3-I-SI TI II PT. UP? 44-Il TI III PT. UFT
Nooks
Fig. toed L.’ad
37 T
j
-
Spa
N
Ii
X
30’O’
4’S"
4’?’
6’S’
40’S"
4’S"
4’?’
7’3’ 7’9’ S’9’ 7’3’
5O’O"
4’S’
4’?’
7’O’
Wheel Load
Rwy Rail
S’O"
33,300
401b.
8’S’ 9’O" 8’O" 8’S’
31900 32,500 34 tOO 34700 35.300 36300
‘
9’S’ 7’S’
2 5 TON 51.
AUX.
I’S’
36.900 37,500 39300 39 900 40,500 38800 39,400
500’
4’S’
4’?’
70’S’
4’S’
4’?’
7’9" S’3’ S’9’
9’O’ 8’S’ I’S’ 9’O’ 5’3’ a’S" 9’’
80’O’
4’S’
4’l’
7’9’
8’3’
40,000 41 000
S’3’ 8’9" 8’O’ 8’S’
8’S" 9’3" 8’3" 8’9’
43600 42,200 44.200 44,100
9’S’
9’3’
45400
7’S’
B’S’
36,100
5’O’
9’O’
8’6’
9’S’
7’S’ 8’O’ B’S’ 7’S’
8’S’ 9’O’ 9’S’ 8’S’ 9’O’
36.400 36 700 38.900 39.200 39.500 4800 42.100
II’S’
9’S"
7’s’
8’s"
It’ll’
8’S’
9’!’ 9’6’
42,400 45.200 4S,300 45.500
8’3’
8’S"
43,500
S’9’ 9’’
9’’ 9’9"
43.800 44.100
-
B’’
8’9’
45.800
9’’ 9’S’ 9’O’
45,400
-
8’9’ 9’3’ 5’S’ 9’O’
9’S’
9’S’
lO’O’
7’S’
90’S’
4’S’
4’?’
30’S’
--
-.
40’O’ so’S’
3 0 TON
7’S’ 7’S" 7’S"
5,0’
60’o"
.-
-
-
70’O’
8O’O" 90’!’
-
-
.
-
-
-
46.100 49.100 49.400 49,700
Trolley WtçIit
Crane
10900 11600
Weight 26,500 27,500
40 lb.
12,300 10900 11,600
28400 34,300 35,200
601b.
2,300 10900 11.600
36.100 41,000 41,900
2,300 30,900 11,600 12 300 10900 11.600
42.500 51.100 52,000 52.900 48 700 49.600
32,300 10900
50,500 56400
1600 32,300 11.600 12,300 13.000
57,300 38200 68,400 69,300 70.200
60 lb.
60 lb
50 lb 50 lb.
lb.
8.900
28.100
54 lb.
9,300 9,700 8,900
25,700 29.300 35,200
50
60 lb.
9.300
3S,800
9,700 8,900 9,300
44.300
35400
SI lb.
8,900 9.300
44.900 45.500 55,800 56,400
9.700
57,000
50 lb.
8,900
48.400
9,300 9.700
49,000 49,600
8.900
S6.300
9,700
60 lb.
bUlb.
9,300
56.900
9,700
57.300
8,900 9,300 9,700
68,700 69.31K 59.900
WHITING CRANE HANDBOOK
48
MIN.
Fig. 35
Rat.d
A
I
C
D
300’
54’
5’S"
3’O’
I’S’
5’
2’S’
7’
40’S"
54’
3’S"
3’S"
3’S"
5’
2’S’
7’
t-:d
3 0 TON 5T.AUX. Fasi
SO’S" SO’S"
S’9’ S’9’
3’S" 5,0’
3’S" 3’S’
I’S" I’S’
£
5’
5’
G
2’S’
2’S’
H
7’
7’
6’3’Sd
m.sd
12"tJ s’dK, sl4$d 6" E X
40 TON
70’S"
3’S’
5’S"
3’S’
8’O’
‘Ii’
2’S’
7’
SO’S"
5’S"
5’S"
3’S"
8’O’
2’S’
2’S’
7"
90’S’
5’S’
S’o’
3’S’
8’S’
2’S’
I’S’
7’
40’S’
7’S"
I’S’
39’
3’S’
I’O"
3’?’
SIC
SO’S’
7’O’
El’
3’S’
3’S’
1,0’
3’7"
3¼’
SO’S’
7’4’
8’;’
39’
3’S’
I’S’
3’7’
5¼’
70’S’
7’4’
I’S’
31’
3’S’
3’?’
3’?"
8%’
SO’S’
7’4"
83"
yr
3’S’
I’?’
3’?’
8%’
NOAUX
Fussd 6’4’Sd’I
m,
12"loJ wdK at4add I’IoX y
90’S" ioWa"
7,10’
83’
yr
3’S’
2’3’
3’7’
8%"
8’l’
8’s’
3’S’
3’s’
2’3’
3’7’
9’
I
K
L
it’S’ I 2’O’ 13’O’ I i’O" 12’O’ 13’O’ II’S" Il’S"
a’S" 9’S" l0’O’
29’S’ 343’ 39’S’
I’S"
fl’o’
30’S’ I’D"
343’ 39’S’ 290’
9’S"
34’3"
3’S" II’S"
tO’S’
39%’
8,0’
fl’O’
12’S’ 33’Q’ 32’S’ 13’S" 14’S’ 32’S’ 13’S’ 14’S’ 3’O’ 34,0’ IS’S" 12’S" 3’S" 14,0’ 2’S" I 30" 4’S" 12’S’ 13’O’ 14’S" Il’S’ 13’S" 34’S’ 12,0" 13’O" 4’S’ 13’S" 14’O’ IS’S’ 346’ IS’S’ IS’S’
9’S’ IC’S’ 8,0" 9’O’ l0’O’ 8’S’ 9’S’ I0’O’ 8,0’ 9’S" I0’Q" 8’O’ 9’O’ tO’S’ 3,0’ 9’O’
34’3’ 39’S’ 29’O’ 34’3’ 39’S’ 29’S’ 34’3’ 39’S’ 29’O’ 34’3’ 39’S’ 37b’ 43’S’ 50.0’ 37’S" 4 3’S’
IWO’
SO’S"
8’O’ 9,0’ lO’O’ I’ll’ 9’S’
37’S" 43’S" 5O’O’ 351’ 42’3’ 431’
9t’
IWO" 8’S’
341’
9’O’
43’’
Io’O’
47’S’
9’O’ Itl’O’ I I’D’ I0’O’ III’ I’ll’
40’’ 46’S’ 53’’ 45’S’ 52’O’ SI’S’
WHITING
CRANE
HANDBOOK
47
MU V-I PSI 1SSfl3 MISt TRAVEL
TSZEI fliT.
TRAVEL MU 2-I-IS 941 FT. LW!
1-1-41 TI II FT. Ut? 44-88 TI III FT. LET
85018
Fig. 37 Rated Los
Span
N
I
X
V
jo’S’
46’
4’?’
76" I’O’ I’S’ 7’S’ I’ll’ I’S" 7’S’ B’S’ I’S’ 7’S" 5’O" 3",’ B’3’ 89’ 93" 83’
8’S’ 9’O’ 9’S’ I’S’ 9’!’ 9’S’ I’S’ 9’S’ 9’S’ I’S’ 90’ 9’S’ B’S" 9’3’ 99’ B’S" 9’J’ 91’ 90’ 9’S’
40’!"
3 0 TON
46’
4’7’
SIlO’
4’S’
4’?’
S0’ll’
4’S’
4’?’
ST AUX ?II’lI’
94!""
4’S’
4’?’
4’S’
4’?"
4’,’
4’
..Y6’
.
-
4I’fl’
-
SlY"
-
9’3’ II’S’ 9’!’
-
-
I’ll"
III’S’ II’9’
9’u’
I 3’" ‘9’
I’ll’
III’S"
I’S’
50’l’
.‘
711’4i’
-
-
-
4 0 TON -
-
-.
llKI’lI’ -
-
-
-
-
50500 31.400
Crane Weight
31.900 32,900 33 900
60 lb.
50 lb.
S0.Ib.
14 3110 11.700 34110 14.300 2,700 13,500 14.300 12,700
39.000 40.000 43,000 48.100 49.300 SOIl
59.600
13.300 SI lb.
611 lb.
34,300 32,700 33,500 14 300 12.700
13.500 80 lb.
1111
lt.
4.300 12700 33.500 34.300 4,000 34,500 *5.000
60.600 63.600 32.200 S3,200 54,200 -
60.300 51.100 62,100 72.500 73.500 74300 45.300 49.000 49.700
14,000
54.000
55,304
4,500
S4.700
15.000 14.100
55.400 65.410
14,501 3.04$
66.100 65.100
34.0410 14.51$
73.200 73.900
15.01$ 14,000
74,600 90.100 90.800 91500
We’
III’S’
55.6410 58,300
I’S’
I I’"
55.5111
VII’ Wii’
II’S’ III’S’
59.100 61.1100
II’S’
I I’’
SI .3111
9’II"
II’S’
Vu’
I’S’
I’S’
II’’ II’S’ I I’!’ I I’9’ 32’’ 12’!’ II’S’
63.5110 63*10 66.100 55.400 69,310 69.610 69.900 72,541 72.911
13’U’
73.21i0
II’"
trolley WSEhI 12700
13.500
S.9111
S2.7011 53,000 53,300 55.900
9’ll’
I’S’ 9’Il’ 9’S’ 9’3" 9’S’
Rn Rail 60 lb
48.600
Il’3’ iii’
S’Il’
911’II’
Wheel Load 37900 38.400 fl 900 40.700 41 200 41,700 43,S00 44.101 44.600 46.900 47,300 45,000 45.200 45.800 46 300 47,500 45.300
314 lb. IlK lb. 1011 lb.
IOU lb.
14.500 111111,.
11111 lb.
15,100 14.501 13,11410
102.B00
IS.S00
104.204
15,0110 153110
115.000
16.000
113.500
15,700 II640U
WHITING
48
CRANE
HANDBOOK
‘MIN.
Fig.
35 Rated
A
I
C
D
£
C
411’I’
Span
7’!"
X’s’
4 ‘II’
7’ 3"
I’!"
3’?’
H II’ i ‘
$l’ft’
?‘II’
N’S’
4’lI’
7’"
l’j"
3’?’
4¼’
-
40 TON
----
61I’II
74’
.________________________________________ II’S’ 4’II" 7’’ l’7’ 3’?’ -
*‘t,’
10 T AUX
Forsadi 16"
12"bJ
uld K, wV.
79"
B’II’
‘I’ll’
7’3’
IIII’II"
7’4’
I’S’
4’II’
7’.’
91111’
7’IIV’
I’ll’
4’Il"
7’"
lIllI’ll"
50 TON
l’9’
I’s’
3’?’
8’2’
I’S’
4’II’
7’3’
I’S"
3’?’
5%’
3’?"
9’’
i’r
9’/i’
4V0"
?‘l’
I’S’
4’S’
39’
I’S’
3’?"
1%’
so’S’
?‘l’
I’S’
4’S’
3’S"
I’S’
37’
8%’
.
SO’S’
7’S’
I’S’
4’O"
39’
I’?’
3’?’
6’4’iddl -
rdK.
‘I
8%"
70’S’
I’S’
I’S’
4’S’
39’
I’?’
3’?’
9½’
so’o"
to’
i’s’
4’o’
39’
I’iO’
3’?"
9½’
wd
*wx flY.
.
K II ‘II" 9’Il’ lIrir It’ll’ VI’
L 37‘II’ 4 3’S’ SIll’ 37’Il’ 43’S’
N’I"
3711’
9’II" II’II"
43’S’ sInr
I’I2’IrK’I3S’9’
NOAUX.
Pcrsu
2’II’ I i’ll" 14’lI’
711’ll’
wdsdd
6" oX
I I 2’O’ I 3’!" 14’tl’ I2’I’ 3’!’
SO’S’
to"
I’S’
4’S’
3’S"
2*’
3’?’
914’
100’S’
U’S’
I’S’
4’S’
39’
2’4"
3’?"
944’
i’ll" 14’Il"
9’II’ lIl’lI’
42’’
12’l’ I j’lI" l4’O’
n’ir 9’I’ II’!’
34’!’ 41,3’ 47’!’
I4’lI’
11111’
411’’ 46’!’
4;’9’
S’li’
ll’l’
53’’
14’S’
11111’
IS’S’ IS’S"
I’ll’ 12’u"
iz’S’ I3’O’ 14’S’ Il’S’
80’ 9’S’ io’o" 80’
45’S" S2’lI’ 3ii’’
13’O" 14’O’ I2’O’ 3’S’ 4’S’ 13’S’ 34’S’
90’
0’S’ I’S’
9’O’ IS’S’ 9’S’ 0’O’
iS’O’
lit’
14’S’
IS’S’
90" I0’O’ I ‘0’
*3’S’ 14’S’ IS’S’ 14’S’ IS’S" IS’S’
VO" 10’S’ II’S’ 80’ II’O’ 12,0’
*3’S’
30’S" 362’ 43’?’ jar 362’ 41’?’ 3O’9" 36’Z’ 43’?’ 352’ 40’?’
46’S’ 343’ 398" 4S’I’ 33’4’ 329’ 44’2" 37’IO’ 43’’ 42’S’
WHITING
CRANE
HANDBOOK
49
USE 2-I FOR MOTOIZ10 *0*iZ. TRAVEL FOR MOTORIZED Vt IT. TRAVEL VU 2-I-Il 1048 IT. LIFT 1-5-44 TO 80 FT. LIFT "-a-I, TO *04 FT. LIPT
.Cs’t
r
14085
Fig. 37 Rated
N
Span
Load
3’S"
41I’lI’
I’S"
5ll’II’
X
69"
N’Il"
III’S"
55.3110
II’S"
II’’
Y’tI’ II’I’
I "1" III’S’
55,51141 56.314 S$.IKIO
X’S’ 9’!"
II’’
b’9"
1’S’
61111"
6’q"
X’Il’
8’S"
40 TON ¶0*
*5"
ygi’,r
o’q"
We"
NI"
91111"
-
119"
71,8011
6’9"
I’S"
II’’
74.114k?
I I’S"
74.51141
‘‘
IIlll’II"
-
,, .
-
-
54.7011
23.0011
65.911I 75.4410 76.6410
lb.
III’ lb.
9’"
3 l’o’
78
9’S"
126’
75,31141 79,1110
, .
3
HIll
II’!" II’"
61.300
I 1141 II’.
24.1011
130,0114
2SPOO
131200
II’9"
61,900
S’lI"
III’S"
I I’’ II’S" IIl’9" I I’"
54,300 64.600 64,900
110 lb
8’S" 9’O".
57,500
11141 lb.
14.5110
61.600
II’S’
67,804 68,100
x’s"
u’r
n.soo
VII" 9’S"
II’S’
71.8111
K’S" ‘I’ll"
I
I’" II’S’
72.11$ 75.400 761114 111.9111
9’S’
9’’
11’Il"
52,7i’I
9,9"
II’S"
33.01$ B3.3lO
3 3’o"
15,500 35.000 15400 16.000
50.600 31,300 52.000 57.600 58.300 59,000
66,410 67.,00 67400 79,000 79.700 80,400
11$ lb.
*5,000 5404 I6$kW
92.000
14ff? lb
15mw 35.511
1113,B0l
I6Q0I 5.540 *5,040 6304’
105,200 116.404
75.7011
II’" I’ll’ 12’.’
14%"
15.11414
UN lb.
*3.700 34.900
23.00tj 14300 15.100 5,500 14,500 15,010 5,500
Il’"
104 lb
77.804
16.1011 101.600 102.800 304,400 * IS.400 36.604 117.801 128.800
21.000 22.001’ 23.1100 22,000 23,0011
...._211....1L"i______liL14’° 6’!"
‘‘6"
.
63310
22.101
34111
I’S
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9l’fI"
21.1114,
111111.
59.51$ 711,3011
.
Ml’lI"
59.500
54.300 65,11111 653011
I lI’9’ 13"
--.
58.600
23014
21.11141 23,000 21.11410 22,114$ ,_,_flJI$I
62,BIw
NI" M’S"
6lI’II’
-
lb.
Crane "fl’j 37.4011
22.014
21,11141
‘i’ll"
B’S"
50 TON
141
Tiolley Weight 21.1110
1111 lb.
69"
II’’ 511"
511’l’
II’" I :‘v’ to’S"
51 Mliii 52.311
i’S"
3’S"
Ill ‘II"
II "I" 10’S"
Rwy Rail 1141 lb
583’S? 59,111141
I I’’ II’S"
B’s"
AlJx
Wheel Load
K
79.2!"’ 79,51111
13$ lb.
92,704 93404
104300 *17.110
117 8011
WHITING
50
CRANE
HANDBOOK
"Mill.
Fig.
35 Rated Load
5 0 TON
A 7’2’
B I’S"
C 4’O"
I
E
G
40’O’
7t3
‘0"
3’?’
8%’
50’o’
7’2"
I’S’
4’O"
7’3"
I’?’
3’7"
8%"
so’o’
7’S’
I’S’
4’O"
7’3"
3’?"
31’
9½"
H
70’O"
I’S"
8’S’
4’O"
7’3"
‘7’
3’?"
9h’
Ift,sdd
wdK
$‘O’ 9’S’
309" 36’2"
lOt"
411"
4’S’ 12’S" 13’r I2’O’ 13’O" 13’O’ 14’O"
15’O’ &o’o’
Wo’
I’S’
4’O"
7’3’
2’I"
3’?’
934’
s%dsdd
e"X
I,
30’S’ 3S’2" 4*"?"
14"O"
6"S" eddi 12"IoJ
K
$0’ 9’S" IO’O"
*4’O’
101. MiX.
FcriS
J
*2’O’ 13’O’
90’O"
8’O’
I’S’
4’O"
7’3’
24"
31"
9½’
rdY
lOO’O’
I’S’
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4’O"
V3’ ,
2’S’
31"
9½’
13’O’ 14’o’ IS’S’ 13’O’
WV
V0’
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30’9"
36’l" 41’?’ 3$’2"
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40’?"
**‘O’ 9’O’ 30,0’ II’O’
46’O’ 34’3"
398’ 4Y1’
9,0’
334’
14’O’ I5’O’
lOt’ 10"
389’ 442’
14’S’ 15,6’ 16’S’
l0’O’ Il’O" 320’
37’IO’ 433’ 48’!"
WHITING CRANE HANDBOOK
51
UN
2-I FIR TItUI ‘NIl. TIAVII. PSI TISZIU VII?. TRAVEL UN 24-Il TIll PT, LW? 3,-I-" T8IHT,UFT 4-I-SI TI III PT. LIFT
‘081
Fig. 31 ,
Rae,
Load
Rwy
Trolley
‘rant
ioa,j
Roil
Wcgcht
Well,! 50,100
K
400’
3’4’
5’S’
VU’
ID’S’
65.200
6’S’
I’S’ 9’O’ I’ll’ II’S" 9’O"
II’3’ I *‘9’ I0’9" I l’3" II’S’
65.700 66,200 68.400
We"
l0’9’
3’S’ Vu’
I ‘3’ I l’9" II’"
II’S"
76,500 77.300 53300 ‘1,0041
64*’lI"
3’4"
3’4"
‘
V9"
-
70’o’
3’4’
6’9’
lOT AUX
80’U’ 9Vl’
lNY0’
34’ i’d"
3’4’
II’S’ 9’D"
22.000 23.000
100 lb.
71.704
300 lb.
72.214 72,710 76,300
24.000 22.000 23.004
100 lb.
65900 69400
9,6’
II’’
5’S’
II’’
6’9’
Vii’ 9’S’ II’S’ 9.0’ 9’S’
II’S" 12’’ I I’3’ Il’9’ 12’3’
84,000
9’3’
12’O"
338.300
9.9"
32’é’
lo’i’
13’O"
55,801 *9300
6’9’
lOU lb.
24,000 22,000 23,000
6’!"
.
-
Wheel
N
5iYtt’
5 0 TON
.
Sq’am
24,000
101 lb.
8300
23.000 24,000 2SS00 23,000 24.000
61,300 62,500 67400
65790 69900 76.500 75,000 79,200 90.600 91,100 93,014 104,401* 05.604
135 lb.
25,I0 23.001 24.000 25,000
17$ lb.
24.000
119,100 330314
25,000 26,000
133.700 332300
84,500 55.000
106,500 16,700 37.900
WHITING
52
CRANE
Part
HANDBOOK
B-Cab Control 3"MIN. a
uJ-a 0! 2t
Qr
++
‘A’-
N.
? 1 0 TON
Span
A
$0’O"
5’?"
60,0"
5’S"
B
C
E
*1°"
8"
in"
5’
A’ i’
2’S’
3’S’
II’
i’
2’S"
36’
II’
i,
II
D
C
-
7O"
5’S"
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II’
S’4"aSl
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3’S’
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II’
E w wd
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NQAUX F&
3 toXaidY.
I’S"
‘6"
II!"
ioo’o’
&*"
f,’,"
I’S’
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I IWO’
6’S"
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2’S"
3’S"
2’!"
I 20’O’
7’S"
fl
I"
1’S"
3’S’
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,,
K"
311"
II’."
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8"."
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I
K
I
80" 9’O’ 10,0’ II’S’
50" 60’ 7’O" 5’!’?"
31’O" 49’O’ 66,0’ 31’!’
9’S"
6’O’
49’!"
30’S"
7’O"
66’O"
30,0’ lO’O" II ‘0’ 11.6’ I ‘6" I 2’!" 13’!’ I 3’lI’ 13’!’ 146’ I 4’é" 16,0"
5,0" 6,0" 7’O’ 6’!" 7’!" ‘‘II" 6’O 7’!’ 8,0’ 7’!" 8’!" S’O’
3l’O’ 49’O" 66,0’ 49’O"
161"
9’fl"
376"
*00’O’
lO’I’
II 7’!’
66.0’ 83’O" 660" 8’!’ 66’O’ 53,0’ 83’!’
WHITING
CRANE
HANDBOOK
53
C/t HOOKS *0029
FOR CAB OLJA
uu4
L Fig. 38
RaNd
Load
Span
N
ft
50’O’
-
-
EU TkI U
*
7010"
-
8010"
-
-
90’!’
-
-
I0O’Q’
-
-
IIO’O’
-
-
I20’O’
-
-
8’3"
7’* I"
9’3’
8’9"
7’2" 7’S"
I’S" 9’O’
8’2’ ‘6’
9’S’ I’S" 9’3" 9’!’ 9’3" 9’9’ 1113’ l0’3’ I0’3’ 10’!’ l0’i’ 10’!" Il’3’ II’S’ Ii’’
‘0" ‘6’
.
Y
6’IL’
7’S’
See’
‘4 fl
IC
9’S’ 9’O’ 9’O" IWO" IWO’ 9’6’ 9’S’ 1110" lIt" 10’S’ Il’S’
Wheel Load 21430 2*400 22.030
R ad
4db.
23.000 23,250 23,300
40Th.
25.230 25400 25,730 27.900 28.200 1*400 30,400 30,700 33,000 34.000 34,300 40.600 40,900 47,500
40Th. 40Th. 60Th. 60Th. 60*. 60*.
7100
S Weihe 34500
000
34400
8.300 7100
35,000 39100
5,300 5,300
39400 40100
7100 4.300 100 0.300 *100 9.400 8.300 *100 9,400 *200 9,400 p.400 *0100 10100
47100 47,300 44100 55400 36,000
T,7 lflI
56400 S4400 63.000 65400 77400 71000 01.000 $01400 125S00
WHITING CRANE HANDBOOK
54
Rated load
15 TON NOAUX.
Span
A
50,0"
5’5’
B SI I’
C
D
E
C
H
3.0"
3’S"
1,0’
3’O"
8’
I"$J aidK, rdsdd 3"toXsidY.
,K 5’S’
*0’O’
6’S’
L 22’’
111’
7’6’
41’I"
5’S’ 6’S" I’S’ 5,6’ 5’S" 7’S’ 56’ 7’S"
22’J’ 329" 41’3" 22’’ 32’!’ 41’3’
‘6’
30’!’
60’O"
5’!’
Cu I’
30’
3’S’
1,3’
jo"
U’
9’O’ I0’O’ lI’O"
70’!"
6’O’
6" I’
30"
3’6’
I’S"
J’o"
8"
1110’
‘o’
¼"
30.0" 310" II’S’ II’S"
3’o"
0%"
I 3’S" 130" 33W 330" 4’S’ 146’ 14’S’
to’
6’S’
e’tl’
3’O’
I’S’
I’S’
4’W’sddl
mt
J 9’O’
9010"
6’S’
6’I i’
i’D’
3’S’
I’S"
I00’O"
S’7’
6’I I’
3’O"
3’S"
I’S"
to’
0%’
11110’
7’l’
iii"
3’3
3’9"
2’O’
to’
5%’
120’O"
I’S’
CII’
3’3’
3’!"
2’2"
to’
0%"
30.0’
S’7’
7’l’
3,6’
‘0’
I’i’
.i’z"
0’
5410’
i’ll’
Il’
I’S’
5,0’
I’S’
32"
8%’
15 TON
0’o"
Wi"
7’I"
3’S"
5,0’
I’9’
3’l’
5%’
5T. AUX F si 4"I" IS’I
o’
a’s"
vu’
3’S’
‘0"
I’S’
3’2’
5%’
90.0’
5’S’
,‘i’
i’s’
ye’
1,10’
32"
0%’
I6’O’
0"IOJ
itt"
II’S’
IO’O’ 33W S’O" 7’O’ 5.0" S’O’ 7’O" It" 50" it’ ‘0" 7W IV 9’O" 7’O"
wdSd 3"toXsWY.
9’S’ 10’S’ II’S" 9’S" ID’S’ II’S’ 3110" lit’ I TO’ II’S’ I Z’O’ lit’ 13W
li’O’
13’O"
idK,
000’
7’O’
7"’
3’S’
‘0"
I’IO’
3’l’
5%’
I 10.0’
7’4"
7’I"
3’S’
‘0"
2’i’
,3’Z"
5%’
12t0’
I’S"
l’l’
3’S"
5,0"
I’S"
J’l"
8%"
loW l0’O"
15,0’ Il’S’
*.
7’O’ it’ S’O" ‘0’ 9’O"
II’S’
34’S’ 14’S’ IS’O" ISV 7’S’ 37’S"
‘0" 9.0’ It’ 9’O’ ItO’ I0’O’ 11,0" I0’O" lit’
32’9’
izr
41’" 356’
4S’o’
35’S" 4S’O’ 35’S’
65.0" 65’O"
74’S’ S5’O’ 93’S’ 27.0’ 366’ 450’ 270" 36" 4S’O" 270’ 36’S’ 45’O’ 36’S" 450’ 55,5" M’S" 46W 33’S" 46.0’ 33’S" S$’O’ 65t’ 74’S’ 53W 93%"
WHITING
CRANE HANDBOOK
55
Fig. 38 Riled
Lojd
Span
N
R
50’O"
-
-
6l.l’fl"
7k/U"
1 5 TON
-
9k/fl"
I
10010"
.
-
12010" 51111’
.
4’ll"
SI’
70,0’
15 TON
liii’!’
57 AUX
9k/Il’
111k/Il"
I IIl’II’
I 211’ll"
I’ll’ 4111’
4’IIl’ 4’llI’
4’IU’
4’Il’
4’IU’
WI’ S’I"
SI"
WI’
6,1’
b’l"
S’l’
Rail 411 lb.
8,0"
9’9’
I’S’
I0’i’
7’a" 8,0’ X’S’ ‘3" ‘0’ 8’6" 9’3’ ‘9" 9’"
9’’ 9’9" ID’" 9’S" 9’!’ 10’’ l0’l? lU’S" II’O’
28.000 28.300 25,600 29.304 29.600 30.000 31.000 31.300 31.600 33.600 34000 34.400
89"
10’S’
36.600
IWO" 9’S’ 9’S’ 11Y9’
Il’O" II’’ lIt" II’S’ l2’O’ U’S’
37.000 37.400 41.700 42,000 42.400 46.3111 46.700
Ii’!’
49.500
6011,.
Ii’S’ 96’ 10’!’ lU’S" 9’S’
50.601 29.1101
6,1 lb.
10’" I I’’ II’S’ II’!" 7’9’ 8’’ ‘9’
Sly!"
Rwy
Load
V 9’’
III’’
I lO’O"
Wheel
IC I’S’
7’9’ ‘3" ‘9"
Il’S’
10,11"
III’S"
311,001 30,2011 31.2011 313110
31.800 33.000
I’ll" ‘5’
9’!’ III’’
S’Il’
III’!’
S’lu’ 9’ll’ 5’S’ I0’II" 9’S’ 9’9" III’!’ 111’i’ III’"
If’" III’S’ II’’ III’S" I I’ll’ II’" I 1.0’ II’S’ I I’ll’ II’S"
33.300 33MW 33,64111 351*111 16.41111 38.31111 38.6113 39,1141 43,41111 43,51111 44.3110 45.3111
l’3’
12’6"
49.000
II’S" II’S’
I I’ll’ 13%’
55411
I’S’
534*111
40 lb. 60 lb. 60 lb.
60
lb.
64111,.
bUlb.
641 lb.
64 lb.
Trolley Wcjhi 9,000 9.300 10.0111 9.001 9.500 311000 9040 9.300 10,010 9.300 10.000 10.300 9.800 30.300 10200 10.310 10,5110 11.310 11.300 12,000 33.300 13.000 13.4011 14,000 34.600 13.4110 14.010
14.601 13.4111 14.000
14.510 bUlb.
54 lb.
6111k.
61 lb. *11 lb.
14.0111
14.6411 15.200 14.1Mm 14.610 15.210 14.611 13.2111 16.01111 164101 17/Ill 161111 19.111k
Crane Welelul
39,300 40,000 40.700 43.400 44,100 44.800 49.100 49,500 50300 35.200 31.900 39.500 UJ1M 69.400 70,000 86.200 *7.400 88000 103,000 04,000 116000 11801$ 434111 44,500 43,400 45000
48200 49.500 335411 34.611 33.400 62400 63,41J0 64200
72,400 73400 73400
90,4110 934100 91.51$ 10741111 30*000 1194101
I 22fl111
WHITING
56
CRANE HANDBOOK 3"MIN.
a,-I
++ 1MW
N.
R,t.d toM
20 TON NOAUX. FOtIC
A
I
C
30’O’
3’S’
‘0"
60,0’
5’!’
i’o"
c"
7010"
so’o’
6’O’
6’S’
i’o’ 7’O’
3’O’
D 3’S’
I’3"
G to"
H 3%’
3’O"
I’S"
I’S’
to"
3%"
3,0" 3’O"
3’S’ 3’S’
E
I’S"
I’S"
3’o" 3’O"
8%’
8%"
4’4" Idd’I
.d
0"tJ
90’O"
6’S"
7’O’
3,0’
3’S’
1’9’
3’S’
8%’
30010"
Si’
i’D’
31’
3’S’
I’S"
3’O’
8%"
11010"
7’l"
7’O"
3’"
3’9’
2’’
3’O"
8%"
120’O"
I’S’
7’O"
3’"
3’S’
2’S"
3’O’
5%’
3010"
5’7’
‘7’2’
i’S"
8’O"
I’S’
32’
8%"
5010"
S’lI’7’2’
3’S’
I’O’
I’S"
3’2’
8%’
70’O"
S’Z"
T’i"
36’
‘0’
I’ll’
3’l"
5%’
8010"
6’S"
7’2’
3’s’
5%’
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aide 3"IoXsidV.
20 TON 5T Aux Fotnøi 4’4’ Sdl
m,sa j
sidsdd 3"IoXwdV.
‘,O’V
5’$"
"2"
3’S"
3’S’
I’D"
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I’S’
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3’I’
8%"
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7’’
3’S’
I’ll’
2’3’
3’3’
5%’
lIU’U’
7’4"
i’i"
3’S"
tO"
2,5’
i’i"
8%’
32010"
7’S’
7’I"
3,6"
80’
23"
3’l"
8%’
i 9’s’ ID’S" II’S" 9’S" tO’S’ II’S’ 10,0’ lit’
K S’O’ I’O" 5,0’
S’O’ 71" ‘0" 6’O’ 7’O"
12’O" II’S"
‘0" 7’O"
20"
80"
Ii’S" 13’O" 13’O" lit" II’S" 14’S" 14’S’ IS’O’ IS’S’ 17’S" 17’S’ 9’S’ ID’S" II’S’ 9’S’ 10’S’ II’S’ lO’O’ lI’D" II’S" I I’S’ 12’O’ Ii’S’
9’O" 7’O" ‘0" 9’O’ It" 91" l0’O" lao" II’O" IWO" 131" S’Q’ I’ll’ I’D" 6’S" 71’ I’S" S’O"
13’S"
131" ui’S’ 14’S’ II’S’ 145" IS’S’ IWO" 7’S" 175’
It"
81" i’D"
ED" 91" 7’O’ ‘0’
yr
It’ 91’" io’o’ ID’S’ II’O" tO’S" 13’O’
I 24’S’ 33’O’ 41’S" 24’S’ ii’S" 41’S’ 24’S’ 33’O’ 41’S" 331"
41’6’
30’O" 33’S" 41’S’
50’S"
II’S" 301" Sb’S’ SI’S’ 670" SI’S’ 840’ 246’ 33.0’ 41’S" 24’S’ 33’O" 41’S’ 24’S’ 33’S" 41’S’ 33’S’ 43’S’ 501" 33’O’ 41’S"
so’s’ 41’S’ SO’S" SI’S’ SI’S’ 57’S’ SI’S’ 841"
________ WHITING
CRANE
57
HANDBOOK HOOkS
rACDr’rFofl ECOSW CA
k
I
V
-
/
Hfr’b Ifif I
L Fig. 38 Rued
Spas
N
50’O’
R
IC
-
7’9’
8’3’ I’S’ 641’O’
-
-
1’!"
‘3’ 7I’II’
20 TON
-
80’O"
-
9I1’LI’
-
I’S’ ‘II" B’S" 9’I’ 9’Ir S’l 9’S’
I’S" ID’D" 9’S"
11111’!’
9’9" lII’9’ III’’ II’’
I Ili’ll’
II’"
120’!" 4’IO"
S’l’
6010’
4’IO’
S’l’
7010"
4’IO"
5’’
3Q’O’
II’S’ r"r I’S’
Er
5’? 7’S" 8’3’ I’S"
20 TON
SO’S"
4’IO’
6’"
9010"
4’lO"
WI’
10010"
4’lO’
WI"
ST. AUX,
11010’
4’IO"
6’’
120’S"
4’IO’
6’l’
I’S" I’S’ 9’O" 9’O" 9’O" 9’S’ b’S’ 10’S" 9’S’ 9’!’ 1019’ 10’’ 013" II’’ lI’9’ II’S’
V 9’S’ III’S’
What Lnad 33.900 34.200
10’S" 9’S" Il’II" III’S"
34.500 34,100 35.100 13,401
9’9’ III’’
37.501 37.4113 38.100
64 lb.
40,100 40.4111 40,711 44,400 44.7110 45.050 4114111 48.6411 49.11111
64lb.
10001 1114411 11.211
61 lb.
10.0110
65.4111 79.5411
111.64*1 13.250
50.200 10,100
116111 11.2111
93,4410 9441111
52.511
*11 lb.
13411 11.111
94.6411 10841111
bIb.
12400 11.100
110.001 121100
14dM
24 ml
13400 14.200 14100 *3400 14200 4100 13400 4,200 4500 14.200 14,800 13600 14.200 4100 13.400 4500 5600 5300 6.300 7400 15.300 20.200
47400 45600 49.200 33,200 34500 54,100
Il’9" III’’ 30,9" 11,3" lU’S’ I I’ll" Il’3’ 11,0’ II’S’ I I’ll’
Ii’s’ II’S" I2’II’ In" 9’S’ I0’o" - _1O’S’ 96’ ID’S’ ID’S’ 99’
103" 10’S" 30’’ 30’9" ll’3" 306" Il’O’ 113’ II’S’
II’S’
32’S" Il’S’ 12’S’ 12’S’ 13’S’
Rn
Trolley
Crane
I’ll
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11I.SII
40 lb.
4111,.
39100
40.400 42.000 42,600 43.200 46,800 47.400 48,000 50.000 30400 $1200 34.400 55,600 35.200 59.000
43,400
44.201 45400 45.200 46400 47,410 55,6110 56.400 57400
9.400 10.0111
10.640 9,4110
304110 11.500
611 lb.
53111’
56.111*1 s&soru 33,500 36.200 36,800 37,400 35.000 38,600 39,200
9.403
101111 10.61111
60 lb. 60 lb. 5db. 60 lb. bUlb. bIb. bIb. bIb.
54000 4444111
5.200 SOS® 60,801 65500 65400 $400 ItO® 84400
57200
‘7100 97,600 98.200 112500 114.000 23.000 129000
WHITING CRANE HANDBOOK
58
RaS ,
bp.a 5O’O’
A 6’O’
I "3"
C 3’S"
D I’O"
t I’S"
G 3’2"
H
814’
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13"
3’S’
4’S"
I’S"
3’I"
3%’
25 TON
70’S’
S’7’
"3’
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3%’
NOAUX. Forsri 5’-O’sddI
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1%"
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7’4’
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irS"
17’S’ 120’ 3’S’ 14’S’ U’s" 13’S" 14’S"
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K I’S" 9’S" Id’S’ ES" 9,0" IS’S’ I’S’ 9’S’ I0’O’ b’O" 9’S’ 10’S" 9’S" 10’S" II’S’ IS’S’ II’S’ 32’S’ 12’S" 13’S" 9’S" ISO’ a’ 9’S" 10’S’
so’
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WHITING CRANE HANDBOOK
59
Fig. 38 Rated lo,d
Span
N
R
50’!"
-
-
600’
-
-
7O’O"
-
-
all’!’
-
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X 95" 9’6’ ID’S’ 9’S" 9’6’
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39.100 39,750 40.300 41,100 41.700 42.300 44.000 44.600 45.200 46,100 n.oo 48,550 52,304 53.000 53.500 54.700 55.400 56.000 58,300 59.600 63,400 42.900 43,300 44.000 45.000 45.600
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11’S’
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60 lb. 80 lb. ISO lb. 10011,. 60 lb. 6Olb. SOIb. 100 lb. 60 lb. 60 lb.
60 lb.
48,400 49,500 55.500 51.400 52,000
bUlb.
56.400
bUlb.
57.000 57405 611101 646111
III
lb.
61,2111 S5.IMX
1110 lb.
65,804 69,11111
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Weipt 11,400 32.000 12.600 11.400 12.000 12.600 11.400 12.000 12.600 11.400 32.000 12.600 32.000 12.600 33.200 32400 13.200 13,100 13100 14.400 34.400 20,000 21.000 22,000 20.000 23.000 22000
WehI
92,000 99,000 300,000 101000 112,000 14000 325.055 33400 55,000 56.400 59,600 6000 52,400
10.000
69000
11.000 22.000 20.000 21000 22.000 21.000 22.000 23.000 22.004 23.000 24.004 34.004 25,010 25.900
70.400 71,100 79,000 50300 52,005 99000 100300 10.000 110,000 111300 113.000 315000 126.000 140Jx10
45.000 45,800 46.600 31,000 31,100 52,600 61.000 63,300 62400 70,500 71,400 72200 90000
91,000
-
WHITING CRANE HANDBOOK
60
r-j
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Spa. SO’S" 60’O"
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WHITiNG
61
CRANE HANDBOOK rC’L
NOOKS
/
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38
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N
ft
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56’ IS’S’ 9r IS’S’ 70’ 5’S’ so’s’
23000
75,000
56000 $1900 55,000
22000 20,100 23000 22,000 23,000 22000 23000 22000 23000 24,000 34000 25,000 25000
79,400 fl400 95,100 52400 502,000 $03300 505,000 114,100 $13300 117000 29,000 I30 I46
S’i"
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50100 SI,400 56,400 37,350 55,100 67,000 63,000 6Sj 00.300 85300 52,500 93000 94,100 S3$00 506000 107000 05,000 119000 120000 35000 31400 60000 6400 45400 67,000 44900 74400
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IS’S’
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tOO lb. 10010. 35016. 300*.
WHITING CRANE HANDBOOK
62
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WHITING CRANE HANDBOOK
63
Fig. 38 Riled
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Span
so’S’ 60,0"
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64,800 61,500 69.000 69,500 71,500 72.000 72300 77.800 78.300 78,400 $1,400 *2,000 51900 85.200 85100 86,400 90.355’ 55.600 9$,6
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74.200 74400 75.000 78,000 78.500 79.000 82,200 82.700 83,200 87.000
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*8,000 51,000 91,300 92,000 53.400 96,000
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56,600 100.000
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301,200 103,000 354300
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RaIl lOS lb. 10010. 333 lb. 175 lb. 17$ lb. 17$ lb.
17$ lb. 17$ lb. 11$ lb. 175 lb. 373 lb. Ill lb.
Trolley WeI5hl 31.000
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31,700
71,400
32.700 33.000 31,700 32,700 35.000 31.700 32,700 31,700 32,700 33100 31.700 32.700 33.800 31.700 32.700 33.800
79.600 90,000 91,000 92300 91.800 .99,700 100.800 118,000 IIS,000 20,000 132.000
32.700
162,000
33,100 33100
363,000 1*0.050
31.200 33,900 33,000 31.200 33.900 33,000 31,200 31.500 33,000 31,500
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34,200 31300 33.000 34100 33,500 34.200 33,300 33,000 33,300 34,200
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111.000
WHITING CRANE HANDBOOK
64
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10%’
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44"
ID’S’
99’
4’S’
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32’
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86’
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32’
I 30’S"
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120’S’
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43’S" 33%’ 37’S’
455’
540’
10’S’
53%’
344"
5’S’
43’S’
546’ IS’S’
IS’S’ II’S’
Is’O’ ISV
9’S’ II’S’
33’S’ SI’S’ 436’
I I’S’
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IS’S’ 36,6’
12’S’ 0’S" 11,6’ II’S’ 30’S’ II’S’ 126’ ID’S" II’S’ 12’S’ IS’S’ II’S’
II’S’
Ii’s’
IS’S’ 37’s’ II’S’ i7’6’ Is’s" 19’6"
II’S’ II’S’ 13’s’ II’S’ Ii’S" 14’S’
IllS’ 70’S’ IS’S’ ‘I0’ 70’S’ 79’S’ Il’IO’ 70’S’ 79’S’ I$’IS’ 70’O’ 79’S’ $I’ID’ 75’S’ IS’IO’ 553’ IVIS’ 983’ 307W
II’S’ IS’S’
IS’O’
II’S’ ISV 36’S’ 17W ISV IS’S’ 57’S’ IS’S’ IS’S’
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II’S’
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__
WHITING nt I’4
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Fig. 37
Rated
Load
Span
N
R
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4’I 8
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ID’S’
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110’S"
4’lI’
84’
520’S"
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70’S’
46’
I’S’
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T 5 TON
90’S’
201. MiX.
ISO’S’ 110’S’ 120’S’
4’S’
4’s" 4’S’ 4’S’ 4’S’
I’S’ I’S’
I’S’ I’S’ I’S’
/
Fig. 38
X
‘
Wheel Load 90,300 91,000 91,700 94.400 93,000 93400 98,300 99,200 100,500 502,300 153300 !04,0Q0 109,500
Ray Rail 13 lb.
Trolisy
Cans
Welflt
WIbt
33,000 34,200 33,400 33,000 34200 33.400 33,500 34200 33400 33,000 34,200 35,400 34300 35,400 36400
500,000 101400 302.000 112,000 113.500 115000 123000 524,500 25000 838,000 13S.300 141.000 ISO:: 161.500 363,000
36400 35400
43,300 46400 41.300 43,100
111,000 191.000 insoo 1*5,100 885,100 120100 *30,100
132,000
9’3"
IS’S"
9.9’ I0’3’ 9’S’ l0’3’ 9’S" 9’S’ l0’3’ 9’S’ 9’S" I0’O’
II’’ II’9" IO’9’ II’S" II’S" 10.9’ Il’3" II’S" I0’9’ 1t3" II’S’
10’S’
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II’S’
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113,400
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114.100 111,300
12’’
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119.600
IS’S’ Il’3’ II’S’ IS’S’
II’3’ II’S" Il’S’ II’S’
110,500 111,200 512,000 115.31
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116,000
46400
II’S’ IS’S’
Il’? II’3’
II’S’
859’
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It’"
117,000 120,000 121000 122000
41200 43,800 45400 48200
II’9’ 12’3’
Il’S’ II’S’ II’S’ 52’S" 12’S"
121,100 29000 131,500 132.000 133.000
I2’3’ *2W Il’S’ 12W 13’S’
II’S’ 13’S" Il’S" IS’S’ IS’s’
131,000 539.000 44,000 345.000 145.000
9’’
113’
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II’S’
52’S’
110,000
35 lb. 17510. 17$ lb.
173 lb.
111.000
121,000
137.000
11310. 17$ lb. 11$ lb. 17510, 17$ lb.
34,200 31,300
113.000
134.400 144,100 845,000 245.500
17$ lb.
43,100
17$ lb.
45400 45200 43,300 45400 45.200
870,100 112.500 112,100 114,000 55100
173 lb.
44400
200,000
17510.
48,200 49,000 44,200 49100 31.400
202,000 304100 222,100 224,000 224.000
aSIC®
WHITING CRANE H ANDSOOK
66
3"MIN.
I P.
++ taiw
N,
Rasd Load
Span 70’S’
IS’S’
100 TON
SO’S’
A
B
C
D
E
G
H
J
K
30,0’
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4’9"
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13’S’
IS’S’
32’S’
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II’S’
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8,6"
4’9’
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4’9"
86’ B’S’
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12’ Il"
201 MIX. 7"O"sdtI
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I’S’
2’4"
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12"
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120’S’
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4’9"
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64’S’ 52’S’
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64’S’ Si’S"
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59’S’ 66,0" 52’S’ 59’S’ 66’S’
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IS’S" IS’S’
IS’S’ II’S"
SI’S’ 39’S"
12’S’
64’S’
17’s’ II’S’
32’S’ IS’S"
64’S’ 73’S"
19’S"
14’S’
IS’S’ IS’S’ 206"
14’S’ 34’S’ IS’S"
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Fig. 38 Fig. 37
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46,700
141,000
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17$ lb.
Il’S’ I I’6’
143,000 146,000 148.000 149,000 150,000 153.000
48,200 49.700 46,700 45,200 49,700
30000 52,000 151.000 163,000 163000
46.700 45200
575,000
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32’S’ II’S" 12’S’
153000 137,000 38,000
II’S’
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59,000
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11.9’
162,000
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163.000
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12’S" 13’S’ IS’s" IS’S" lS’6’ 34’S"
169,000 170,000 171400 176.000 177.000 178.000
Span
N
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70’O’
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54.000
175 lb. 375 lb.
375 lb. 373 lb. 17$ lb.
49,700 46,700 48300
171.000 17S000 $9,000 191,100
49.700
193,000
46.700
205,000 207,000 20*000 226000 225,000 230,000 231,500 253000 255.000
48.200 49.700 49.700 53.200 32,700 32,000 32.700 54200
WHITING CRANE HANDBOOK
68
1 00 TON 201. AUX.
Fails’
Span
A
B
C
70’S’
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Spea Ic’S’
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R I’S"
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71,500 72.000 72.500 73.350 74.000 74,300 77.000 77,300 75,000 $0100 80,500 11,000 $3,000 $3,300 B4000 $6,000
Il’S’
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46,700 45,200 4L750 46,700 45300 49,700 45.200
w 346,000 141,550 ISO 000 135.000 150,000 162,000 110,000 182,000 114000 200,500 202,000 204,005 22*2100 222,500 224,500 240,000
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31200 50,300 32,500
244400 253,500 267,000
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73,300 73,200
114,500
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71400 73.200 74300 71,500 73,200 74300 71,300 73,200 74300 71400 73,200 74,900 71.300 13300 74,900 71,500 73,200 14.900 73.200
190000 202,000 203,000 208,000 224,500 227,000 230.000 243,000 245,500 250,500 254,500 270,000 274,000 290,000 fl4,500 295.050 333,000 320,000 323.000 350.000
71 WI
TI! N
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II’S" IS’S" IS’S" 12’S" IS’S" IS’S" Il’S’ IS’S’ II’S’ IS’O’ Ii’s’ II’S’ IS’S’ II’S’ 12’s’ lEO’ IS’S’ 12’S’ IS’S’ IS’S’ IS’S"
90400 90,300 91000 93,000 93.500 94,000 fl400 97,000 97,500 fl.300 100,000 100300 103.000 104.000 103,000 106,000 301,000 108,000 110400 111.000 112.000 113,000
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46,700 48 .200 49 .700 46,700 48,200 49,700 46,750 48300 49.700
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175 lb. 17$ lb. 175 lb. 17$ lb. 173 lb. 17$ lb. 175 lb. 17$ lb. 17$ lb. 173*.
117,000
WHITING CRANE HANDBOOK
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5’S’
IS’S’
110’S’
6’S"
IS’S’
120’S’
6’S’
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6’S’
IS’S’
140’S"
s’S’
IS’S’
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WhIM
Rfl
Trill?
Ca..
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102,300 103,500 103,500 106000 105,300
ITS lb.
53,000 67.300 sIn
20000 203000 206,000
175 lb.
63300
220,000
S7,S00
223,000
6*100
22s100
S5.SOS 67,300 tIp 63,000
237000 240,000 243,500 262,500
114400
6700
2S3A00
115,000 116,000 117,000
51400 63,000 67,300
261100 204400 257,500
55.500
290,500
5S,S00 67.300 55,001 57.300 61100 70300 55.400 59,000 92400 $3,100 59,000 92,110 53,400 59,000 92400 53400 SL000 92,100 53.400 SS,000 92100 55.405 59.000 92401 $3,100 flp00 91100
111400 114400 317,000 344400 330,000 JH000 242,500 230,000 251,500 260,500 261.000 275,500 21*400 280,000 3S7P00 303,000 311,500 3*9,500 325,000 336,500 344.000 335,500 361400 37*005 394.000 404,500 614.000
107.000
109,000 110,000 111,000 113,000
175 lb. 175 lb. 173 lb.
115.000 115,000 121,050 122,000 123,000 126,000 127.000 120,000 322000 323,000 124400 126.000 127,000 12*400 329,500 131,000 131,000 112,000 133,000 133.000 136400 137400 140,000 141.000 142,000 346,000 141,000 350.000
175 lb. 175th. 173 lb. ItS lb. 173 lb. 173 lb. 175 lb. 17$ lb. 173 lb
72
WHITING
CRANE HANDBOOK 3"MItt
++ -Sw
N.
Rats LoS
200 TON 3OT.AlJX F&II
Spn SO’S’
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IS’S’ 300’S’ 113$’ NJ’ ISO’S"
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WHITING Iii
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CRANE
HANDBOOK
73
24 ‘fi MtISZIi lag. ¶161St iaz,, lilT. 11*1St lii 14-li 1544 IT. LIT t4-4I TI us i. tat 4.-I-n Ti lii FT. NT
‘ins
Fig. 37
RatS
Fig. 39
Spuu SO’S’
N 6’S"
R tO’S’
95’S’
6’S"
IS’S’
100’S’
6’S’
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120’S’
6’S’
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130,0’
6,0"
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345’S’
6’S’
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IS’S’
6’S’
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,
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14’S’ IS’S" IS’S’ 14’S’ IS’S’ IS’S’ 14’3’ IS’S’ IS’S’ 343’ IS’S’ IS’’ 14’S’ IS’S’ Is’s" 14’S’ IS’S’ IS’S" 14’s’ IS’S"
134.000 133,000 136,000 139,000 340,000 141,000 143,000 144.000 145,000 347.000 45.000 149.000 152,000 154,000 135.000 337,000 159.000 161.000 153.000 165.000
36"
‘6,6’
167000
IS’S’ I6’O’ 17’O" IS’S" IS’S’ 17’S’ IS’S’ 36’S’ 37’S" I3’3’ I6’3’ 17’S’ 14’9’ 139" Is’S" 141’ IS’S’ ls’9" 14’S" IS’S"
IS’S’ is’s’ 37’S" 13’O’ Id’S’ I7’O" IS’S’ IS’S’ 7’’ IS’’ IS’S" 17’S’ 141’ 131’ IS’S’ 141’ IS’S" 16’9’ 14’S" IS’S’
*30,000
I6’9’
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352.000 133.000 156.000 157,000 160,000 163.000 162000 163,000 64,000 167000 170,000 171,000 172.000 173,000 170,000 177,000 52.000 153.000
R 17$ lb.
*75 lb. 37$ lb. 17$ lb. 373 lb. 17$ lb. 17$ lb. 17$ lb. 173 lb. 17$ lb. 17$ lb. 17$ lb. 17$ lb. 1751W.
Trails?
Czsau
w $6,400 90,000 93.600 56,400 90,000 93400 $6,100 90,000 93300 56400 90,000 93400 *6400 90,000 93300 SS4O0 90.000 93300 $5,400 90.000
Witt 260,000 261,000 272,000 253.000 291,000 299,000 307.000 315,000 323.000 335,000 343,000 350,000 363,000 371,000 37S.000 397.000 407,000 437000 440.000 430,000
91.600
460 .N
91,400 95.200 99.000 91.400 93.200 99,000 91.400 93.200 99.000 91.400 95.200 99,000 91400 93.200 99.000 91.400 93.200 99.000 91,400 95.200 99000
270,000 2*0,000 290.000 300.000 310,000 320,000 325.000 333,000 343000 333,000 363.000 373,000 390,000 400.000 410.000 420,000 430.000 440050 470,000 450,000 490000
74
WHITING
CRANE HANDBOOK 3"MIN.
115 TON 30T.AIJx Pa St ?‘-3’1 t *2’bt SX
S mx
Span 115’S’
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5 12’4"
C 7’S’
D 9’S"
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15*1’ IS’S’ 20’S’ IS’S’ is’s’ lu’S’ IS’S" 15*1’ 20’s’ IS’S’ l$’ll’
200 TON 30 T. AUX PaSt 12"Ek, rflSd rmx
120’S’
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IS’S’ 351,’ IOU’ IS’S’ IX’S’
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ISO’S’
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WHITING
CRANE
HANDBOOK
75
Fig. 40
Riled Lid
Spiit 110’S’ 120’S" 130’S"
115 TON
140’S"
301. AUX.
ISO’S’ .
I00’O" I IS’S’ ISO’S’
,,,,
N 6’S’
S TO’S’
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Laid 66,500 67,200 67,100 68,400 69.000 69400 70,700 71,500 72,300 73,400 74.200 75,000 76400 77,600 75,600 79,900 50300 51.900 72,200 7S,200 74,200 74,600 75.600 76.600 16,500 77.300 7*300
171" iS’S’
79,400 50.400
39’S" II’S’ IS’S’ l9’9’ 17’9" IS’S’ 19’S’ 17’S"
$1,400 *2.400 53.600 14300 *6,300 57,400 55300 90,600 91,700 92100
II’S’
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Rn RS *00 lb.
Trollsy $5,400 $9,000 92,400
Crini Wept 323,000 330,000 335,050
100 lb.
53,450
344,000
$9,000 92400 *5,400 *9,000 92600 S5,400 59,000 92400 SS,400 59,000 92450 S5,400 59,000 92600 56,400 90,000 93,600 56.400 90,000 93450 86,400 90,000 93.600
332000 360,000 374,000 352,000 390,000 410,000 413.000 426,000 434,000 462.000 470,000 502,000 530.000 51*000 324000 332.000 340,000 352,000 340,000 36*000 3*0,000 3SSJIOO 396,000 414,000
lOOIb. 100 lb. 100 lb. 13$ lb. IOOIb. ISO lb. 1001*1. 1331W.
135 lb. 375 lb. 173 lb.
Weght
54,400 90,000
93.400 54,400 90,000 93400 S6,400 90,000 93300 *4400 90,000 93600
422,000
430,000 456,000 454,000 476,000 510,000 320,000 530000 370,000 SSO,000 590000
76
WHITING
CRANE HANDBOOK 3"MIN
RatS
230 TON 301 AUX FaSt e’ao’see IR,
12’bI
Spin I00’O’
A IS’S’
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0 9’S"
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120’S’
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300 TON SOT. AUX.
51/0’
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24’S’
WHITING
CRANE
!,
------‘____
Fig.
Salad Laid
Sp.. 1.50’S’ 110.0’ 120’S’
230 TON 30T AUX
ISO’S’ 140’S’ ISO’O’ IWO’ 70’S’
3" VU TO" -
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L II’S’ ISO’S’ 113’S’ 563’ IOU’S’ IIS’r 56,3’ ISO’S’ ItS’S’ U’S’ 100’S’ 1131’ *4,3’ 100’S’ 113’S’ 56’3" laO’S’ 113’S’ II’S’
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80,700 11400 32,300 $3,100 14,350 55,350 55400
Os
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91400 95300 99300 91.400 95,200 99100 91,400
13$ lb. 135 lb. *731W.
342300 352,000 342.00* 372,000 332,000 392100 406100
95,200
416,100
80.010 *8,200 59.250 90.200 91,100 92.700 Slab
101’
96’
96,400
17$ 1W.
97,300 91.200 101,000
424w 436100 446,000 436100 4*5,100 496100 306100 350100 540,000
10’S’
206’ 21’S’ 191’
ISO’S’
206’
*02,000
11$ 1W.
IIY 66’S’ 75’S’ 90’S’
21’4’ soP 21’S’ 22’S’ 203" 21’S’ 22’’ 203’ 2I’3’ 22’S’ 20’’ 21’S’ 223’ 20’S"
101000 100,000 lOS 102.000 104,000 101300 *06100 101300 101,000 109100 10100 111100 112300 113,000 114,000 113.000 136,000 117,000 *5,005 119,000 *20,000 121000
99100 91.410 95.200 99300 91400 95.200 99.000 91400 93,200 99.000 93400 95,200 ff000 111,000 *76100 52300 170300
6’S"
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21’S’ *96’ 21/6’ 2i’6’ IS’S’ 20’S’ 216’
6’S’
120’S’
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$6100
73’S’ 901’ 650’ IS’S’ 90’S’
.
X’Y 19’S’ 20’S’ 21’S’ IS’S’ 201’ 211’ 19’O’
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40
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HANDBOOK
75’S’ 90’S’ 66’O’ 75’S’ 91/0’ 45’S’ lEo’ 90’S’ 64’S’ 7*0’ 90’S"
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229’ SO’S" 21’S" 22’S" 20’S" SI’S’ 22’S’
11$ lb. 1731W, .
173*, *75*.
376100 17$ 1W, 1751W. 1731W. 173k. 175 lb.
5*2110 170300 376,000 552300 70100 175100 1*2300 *70,000 *76,000 $2100 *70300 176,000 112000 570100 *76,000 1*2000
570.000 616300
624,100
$fl
390 400100 4*300 420100 430300 440100 430300 440100 470,000 4S5,000 495300
503300 320300 530300 $40300 360,000 370,000 580,000 S03300
6*6,010
627000
WHITING
78
CRANE HANDBOOK 3"MItt
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261’
W
261’ JO’S’ 261’ JO’S’ 261" 301’ 25’S’ 301’ 26’S’
‘S"
26’S’ 301’ 261’
30’S’
26’S’ JO’S" 25’S’ w
WHITING
CRANE HANDBOOK
79
Fig. 40
Riled i.si
Spa 501’ SO’S’
4O0 TOtfl 501. AUX.
ISO’S’ 110’S’ 120’S’ 130’S’ 340’S’ IS’S’ 90’S’ 100’S’
500 TON
*10’S"
501.AUX.
120’S’ ISO’S’ 340’S’
I. 75’S" 90’S’ 70’O’ 90’S’ 70’O’ 90’S’ 70’S’ 90’O’ iWO’ 90’S’ 70’O’ 90’S’ 70’S’ 90’S" 960’ I 22’S’ 96’S’ 122’S’ 96’S’ 3220" 96’S’ 122’S’ 96’S’ 322’O’ 96’O’ *22’S’
N’S’
122’S"
N 60’
S IS’S’
6’S’
IS’S’
6’O"
I3’6’
6’S’
IS’S’
5’S’
IS’S"
6’S’
335’
6’O’
IS’S’
7’S’
13’6"
7’"
*3’6"
7’3’
IS’S’
7’"
IS’S"
I’S’
IS’S"
I’S"
IS’S"
7’3’
IS’S"
X’Y 24’S’ 26’S’ 24’S’ 26’S’ 24’S’ 25’S’ 24’6’ fl’S" 24’6" 265’ 24’S’ 26’S" 24’S’ 26’S" 24’6" 26’S’ 24’S’ 26’S’ 24’6" 26’6’ 24’S’ 269’ 24’S" 26’S" 24’S’ 26’," 24’S" 26’S’
Wheel
Sw’
Trolley
Cmi
Ld
Sal 17$ lb.
WSI 230100 3001100 250,000 300.000 230000 350 .000 250100 300,000 280,000 300,050 250300 500.000 230.000
Weflh
139,000 *42,000 *42,000 143,000 346,000 149 P00 150,000 332.000 353.000 353,000 133.000 360.000 161,000 1641100 *33,000 161,000 363,000 156100 163,000 171,005 174,000 *77,100 379,000 152,000 1*4300 137100 390,000 *93.000
17$ lb. 173 lb. Ill lb. 173 lb. III lb. 373 lb.
370,000 600000 500,000 650.050 630,000 660,000 670.000 700.000 710.000 740.000 770.000 A® $10,000
.
300000
840000
173 lb.
310,000 335100 3101100 330,000 330,500 330100 330.000 330,000 330.000 330.000
630,000 640,100 570300 750,100 710.01W 740,000 750000 790.050 8*0,000 $41300
171*.
310.000
570900
17* lb.
530.000 3101100
900100 930,000
330000
9001105
17$ lb. 1731W. 175 lb. 171*.
SSCL-N-747
A1TAcHMENT
5
BRIDGE CRANE DIMENSIONS DOUBLE TROLLEY, 100 TO 300 TON Excrete
Overhead crane Handbook published by Whiting Corporation third edition, 1967
pages 38 through 41.
WHITING CRANE
38
HANDBOOK Low
point of roof truss
H 2"
3" Miii.
Miii.
Mlii
E
6’4" Open i’M" End. Mm.
See Notes, Pages 26, 27 and 34
p:1tt7
100 2 ‘50/10 -
trolleys
7’Motor Add or Deduct
41" lift and 1400$1 trolleys weight for each 6" ci?ce of
Sn B
2
-
75/15 trolleys
7-Motor or Deduct 3’S" lift and 2500% trolleys weight for each r chance of Add
D
K
G
H
S
K
L
40 S’IO" 50 9’2" 60 9’4"
6’lo" 8’r 8’O" 4" e’io" sr 8’O" 7" o’ir S’o" 8’o" I’S"
70 D’S’ 80 9’6" 9’7" go
610" 8’O" s’o" 1’B" 4’O" 11" 12’S" 8’O" 35’lr e’io" S’o" 8’O" i’ir 4’o’ 91" 5’O" io’r 52’r 610" 8’o" 8’O" 2’S" 4’o" 9j 5’S" 100" 52’o"
200 D’S" 110 120 10’9" NOTE:
150
C
4’O" 104" 12’S" 4’O" 101" 12’S" 4’ 11" 12’S"
S’lo" 8’O" 8’O"
211"
S’lO" B’o" 8’O" 6’lO" 8’O" 8’O"
3W’ 4W’ 3W’
sr 35’lO" 8’O" 35’lr S’O" 35’io"
4’O" 104" b’S" 10’O" 52’O" 4’O"
101" 5’S" iO’0" 52’r 104" 5’S" 12’o" 69W’
Minimum Distance Between Main Hooks = 10’3"
50 10’3" 60 10’9" 70 ii’O"
7’2" 9’S" D’S" 7’2" 9’6" 9’S" 7’2" 96" 9’6"
80 1i’o" 90 11’3"
7’2" D’S" D’S" 2’S" 4’ll" 104" 5’O" 10’O" 38’O"
100 il’S" 110 11’lO" 120 12’l"
1’4" 4’Il" 94" 4’S" 1’S" 4’ll" 101" 5’O" i’ll" 4’ll" 101" 5’O"
io’O" 38’o" io’o’ 38’o" io’o" 38’O"
7’2’ D’S" D’S" 2’?" 4’ll" 104" SW’
io’o"
7’Z" 9’6" D’S" 2’S" 4’ll" ioj" SW’
10’O" 38W’
7’2"
10’O" 38’r
9’6"
D’S"
2’ir
4’ll
104
5’S"
38W’
7’2" 9’S" D’S" 3’O" 4’ll" 104" 5’S" 12’o" 52W’ NOTE: Minimum Distance Between Main Hooks = 10’O"
.
200 2- 100/15 trolleys 7’Motor Add or Deduct 2W’ lift and 2500% trolleys
weight for each 5" chance of ‘K
50 ii’r 50 11’D" 70 11’D"
7’4" 8’2" 8’2’ 1’Z" 5’OI" 104" 5’S" 12’O" 46’6" 7’4" 8’2" 8’2" i’ll" 5’04 104" 5’S" 12’O" 48’S" 7’4" 8’2" 8’2" i’ll" S’04" 104" 5’S" 12’O" 46’S"
80 12’3" 90 12’S"
7’4" 8’2"
8’Z" 2W’
5’04" 11"
7’4"
8’2"
8’2"
2’7"
5’Ol"
11"
7’4"
8’2"
8’2"
2’2"
5’Oj
11"
100 l.2’P" 110 13’3" 120 13’3"
7’4" 8’2" 8’2" 7’4" 8’2" S’2"
1W’ 5’OI" 11" i’D"
5’Oj" 11"
5’S" 12’O" 46’S" s’o 12’O" 46’S" SW’
12’O" 46’S"
SW’ 12’O" 46’S"
S’O" 12’O" 46’S" NOTE: Minimum Distance Between Math Hooks = 10’4"
WHITING
CRANE
HANDBOOK
3,
See Notes, Pages 26, 27 and 34 Capacity Tons
100 1rJ
Span Ft. N
R
Max. Wheel Load a
Runway Rail
Trolley Total Weight Crane Each Wt.
108000’
1754 1754 175%
31900 31900 31900
X
y
40 4’lj" 7’S" 50 4’ll" 7’S" 60 4’ll" 7’S"
7’8" 7’S" 7’lO"
9’3" 9’3" 9’3"
70 4’II" 7’S" 80 4’ll" 7’S" 90 4’ll" 7’S"
7’lr 8’lO" 9’l"
D’3" 10’S" 10’9"
138600’ 74000’
1754
31900
100%
35000
77600’
1004
35000
10’9" loW’ 11’D"
81100’ 84400’ 90200’
1004 100% 1004
35000 35000 38000
100 4’ll" I’S" 9’3" 110 4’21" 7’S" 9’3" 120 4’ll" I’S" 10’3"
120300’ 130600’
Type of Girder
114300 Box 127000 Box 143500 Box 158500 Box 177000 Box 197200 Box 221000
Box
242000 Box 268000 Box
a = Number of wheels per crane.
2 - 75/15 trolleys
95000’
1004 1004 1354
45400 45400 45400
Box Box 205400 Box
10’S"
100300’
175%
45400
225200
8’Il" 10’S" 7’a" 8’]]" ID’S" 7W’ gr 10’9" 7’S" 1O’2" l1’D"
104700"
1754 1754 1754 1754
45400
5’S"
7’8"
8’7"
10’2"
82000’
5’S"
I’S’ 7’8’
10’S" 10’S"
89400’
70 S’D"
8’ll" 8’ll"
80
5’D"
7’8"
8’ll"
90 5’S"
I’S"
50 60
100 SW’
110 5’9" 120 5’S’
109300’
114100’ 120800’
45400
45400 49800
169000 189600
Box 245000 Box 264800 Box 290700 Box 326000 Box
a = Number of wheels per crane.
LVV 2 100/15 trolleys -
50 4’l" SO 4’l" 70 4’l’
7’lO" 10’!’ 7’lO" 101" I’lO" 10’l"
il’S"
112700’
1754
11’9"
121300’
175%
l1’D"
128400’
1754
80 4’l" 90 41"
7’lO" 1O’3" 7’lO’ 10’S"
11’S" 12W’
135100’ 140000’
175%
100 4’l" 110 4’l" 120 4’l"
7’lo" 10’6" 7’iO’ 10’D"
12’O" 12’O"
146100’ 152000’
710"
12’O"
153400’
10’S"
51050 61050 61050
229700
175%
61050 61050
289000 Box 315300 Box
1754 1754 1754
61050 61050 61050
341600
a = Number of wheels per crane.
Box 248700 Box 265200 Box
Box 376900 Box 414200 Box
WHITING
40
CRANE
HANDBOOK Low point of roof truss 311
Mm.
Mm.
2"
E
+
t
6’4" Op..
7’-O"
End.
__i 18" Mm. -
See Notes, Pages 26, 27 and 34
Capacity Tons
250
2
trolleys 7-Motor Add or Deduct -
125/20
3’S" lift and 2900% trolleys weight for each 6" can,fe K
SPan Pt.
A
B
D
C
E
G
H
50 12’3’ 60 12’6" 70 i2’9"
7’lO" 8’4" 8’4" 8" 7’lO" 8’4" 8’4" 11" 7’lO" 8’4" 8’4" 1’l"
5’2" 11" 5’2" 11" 5’2" 11"
80 13’3" 90 13’S’
7’lO" 8’4’ 8’4" 2’3" 7’lS" 8’4" 8’4’ 2’O"
5’2" 5’2"
100 14’S" 110 l4’3" 120 14’S"
S
K
L
5’S" 13’O’ 43’O" b’S" 13’O" 43’O" b’S" 13’O" 43’O"
114" 6’S" 13’S" 43’S" 114" 6’S" 13’S" 43’S"
7’lS" 8’4" 84’ 1’4" 5’2’ 12" 7’lO" 8’4" 8’4" i’4" 5’2" 12’ 7’lO" 8’4" 8’4’ 1’!" 5’2" 12"
4’S’b 15’S" S7’O’ 4’6’b 16’S" 67’S" 4’S’b iS’S" 67’S"
NOTE: Minimum Distance Between Main Hooks = il’4" Ii - Wheel spacing = 4’6"-3’S"-4’6’-4’S"-4’6"-3’0’-4’6"
300 2
-
150/25 trolleys
7-Motor Add or Deduct 21" lIft and 3500% trolleys 6’ chanqe of "K’
60 13’S" 70 13’9" 80 14’3"
8’S’ 8’S" 8’O’ 6" 8’O" 8’S" 8’S" 5" 8’6" 8’S" 8’O" 9"
5’S" 12" 5’S" 12" 5’S" 12"
4’S"b iS’S" 59’S" 4’S’b 16’S" 59’S" 4’6"b 16’S" 59’S"
90 14’9" 100 iS’S"
8’S" 8’O" 8’S" 9" 8’S" 8’S" 8’S" 12"
5’S" 5’S"
12" 12"
4’6’b 16’S’ 59’S" 4’S"b 16’S" 59’S"
110 15’3" 120 lb’3"
8’S" 8’S" 8’O" 9" 8’S" 8’S" 8’S" 9"
5’8" 12" 5’B’ 12"
4’6"b 16’S" 59’S" 4’S"b 16’S" 59’S"
.
NOTE: Minimum Distance Between Main Hooks = 13’S’ Ii - Wheel spacing = 4’S"-3’0"-4’6"-4’6"-4’S"-3’S"-4’S’
I
WHITING
CRANE
41
HANDBOOK
See Notes, Pages 26, 27 and 34 Capacity Tons
2 - 125/20 trolleys
Span Ft. N
Run-
Trolley Total
Rail
Each
Wt.
243300
way
Weight Crane
X
Y
Load a
50 4’24’ B’S" 60 4’24’ 8’O" 70 4’24’ 8’O"
10’lO" IO’lO" 10’lO"
12’3’ 12’3" 12’3’
132500" 142000’ 151200’
1754 1754 1754
63400 63400 63400
80 4’24’ 8’S" 90 4’24" 8’O"
li’3" il’3"
12’S’ 12’S’
158800’ 165200"
1754
63400
1754
100 4’24" 8’S"
15’8" 15’B" 15’8"
15’S" 15’8" 15’8"
1754 1754 175%
110 4’24’ 120 4’24’
R
Max. Wheel
8’S" 8’O’
92000" 95700" 9920020
Type
of
Girder
261100 285500
Box Box Box
63400
316200 346500
Box Box
73400 73400 73400
450300 496600 539000
Box Box Box
a = Number of wheels per crane.
300 2
150 25 t;onecs
60 41" 70 4’S" 80 4’S’
8’!!’ iS’S" 8’ll" 15’8" 8’il" 15’8"
15’8" 15’S" 15’8"
88000"
90 4’S"
100 4’S’
8’ll" 15’8’ 8’ll’ 15’8"
IS’S" 15’8"
110 4’S’ 120 4’S"
8’ll" 15’S" 8’Il’ 15’8’
15’8" 15’8"
a
1754 1754 1754
85000 85000 85000
364000 390000 418000
Box Box Box
102000" 106300"
1754
85000
1754
85000
488100 538000
Box Box
111400" 115000"
1754 175%
85000 85000
588000 638800
Box Box
93000" 98000"
Number of wheels
per crane.
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