Pneumatic Coupler………………………………………….…………………8 Iv
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
MODULMAX Power Your Projects Version 06.2016 Version
EN MODULMAX Power your projects Version 06.2016 Version www.faymonville.com 2 MODULMAX - POWER YOUR PROJECTS BÜLLINGEN (BE) - since 1988 With an experience of over 50 years, Faymonville is one of 30.000 m² the biggest manufacturers of semi-trailers for special and heavy haulage. Faymonville provides their customers with optimal so- lutions and systems for any transport need outside the usual norms. Quality, flexibility, productivity, creativity and service are the company’s keywords. The range of products and ser- vices is constantly enlarged in tight collaboration with our customers. GOLENIOW (PL) - since 2006 21.000 m² The high level of innovation and the excellent manufac- turing quality of the products are secured by optimized production processes and own modern production plants in Büllingen (Belgium), Lentzweiler (Luxembourg) and Goleniow (Poland). A service station has been opened in Noginsk (near Moscow, Russia) and Poland (next to the factory in Goleniow). NOGINSK (RU) - since 2014 LENTZWEILER I (LU) - since 2003 3.120 m² 20.250 m² LENTZWEILER II (LU) - since 2015 16.000 m² MODULMAX - POWER YOUR PROJECTS 3 The Faymonville ModulMAX is a series of combinable road-going transport modules (with 2-6 axle lines) and accessories that can achieve a total payload of up to 5000 t. The ModulMAX offers seamless interoperability with identical vehicles from other manufacturers (S-ST, G-SL). This variety of combination options as well as the user-friendly operating concept makes the ModulMAX a guarantor of flexibility and economy for the most complex of heavy-duty transport jobs. Main characteristics ■ Axle loads of up to 45 t per axle line ■ Hydraulic axle compensation with a stroke of up to 650 mm ■ Pivot-mounted bogie with 60° steering angle ■ Strengthened loading area outer fields with point loads of up to 50 t 4 MODULMAX - POWER YOUR PROJECTS 1. -
How Transportation Network Companies Could Replace Public Transportation in the United States Matthew L
University of South Florida Scholar Commons Graduate Theses and Dissertations Graduate School November 2017 How Transportation Network Companies Could Replace Public Transportation in the United States Matthew L. Kessler University of South Florida, [email protected] Follow this and additional works at: http://scholarcommons.usf.edu/etd Part of the Civil Engineering Commons, Public Policy Commons, and the Urban Studies and Planning Commons Scholar Commons Citation Kessler, Matthew L., "How Transportation Network Companies Could Replace Public Transportation in the United States" (2017). Graduate Theses and Dissertations. http://scholarcommons.usf.edu/etd/7045 This Thesis is brought to you for free and open access by the Graduate School at Scholar Commons. It has been accepted for inclusion in Graduate Theses and Dissertations by an authorized administrator of Scholar Commons. For more information, please contact [email protected]. How Transportation Network Companies Could Replace Public Transportation in the United States by Matthew L. Kessler A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in Engineering Science Department of Civil and Environmental Engineering College of Engineering University of South Florida Co-Major Professor: Steven E. Polzin, Ph.D. Co-Major Professor: Abdul. R. Pinjari, Ph.D. Xuehao Chu, Ph.D. Martin D. Hanlon, Ph.D. Date of Approval: October 23, 2017 Keywords: TNC, Supplantment, Transit Agency, Ride-sourcing, Smartphone app Copyright © 2017, Matthew L. Kessler DEDICATION This page is dedicated in memory of my beloved uncle, Joel “Jerry” Kessler, my grandparents: Miriam Sylvia and William Berkowitz, Gertrude and Sam Kessler. Lifelong friend MariaLita Viafora, and a special friend, Michael R. -
TECHNICAL STANDARDS a Standards Validation Committee of Industry Representatives and Educators Reviewed and Updated These Standards on December 11, 2017
SOFTWARE AND APP DESIGN 15.1200.40 TECHNICAL STANDARDS A Standards Validation Committee of industry representatives and educators reviewed and updated these standards on December 11, 2017. Completion of the program prepares students to meet the requirements of one or more industry certification: Cybersecurity Fundamentals Certificate, Oracle Certified Associate, Java SE 8 Programmer, Certified Internet Web (CIW) - JavaScript Specialist, CompTIA A+, CompTIA IT Fundamentals, CSX Cybersecurity Fundamentals Certificate, and Microsoft Technology Associate (MTA). The Arizona Career and Technical Education Quality Commission, the validating entity for the Arizona Skills Standards Assessment System, endorsed these standards on January 25, 2018. Note: Arizona’s Professional Skills are taught as an integral part of the Software and App Design program. The Technical Skills Assessment for Software and App Design is available SY2020-2021. Note: In this document i.e. explains or clarifies the content and e.g. provides examples of the content that must be taught. STANDARD 1.0 APPLY PROBLEM-SOLVING AND CRITICAL THINKING SKILLS 1.1 Establish objectives and outcomes for a task 1.2 Explain the process of decomposing a large programming problem into smaller, more manageable procedures 1.3 Explain “visualizing” as a problem-solving technique prior to writing code 1.4 Describe problem-solving and troubleshooting strategies applicable to software development STANDARD 2.0 RECOGNIZE SECURITY ISSUES 2.1 Identify common computer threats (e.g., viruses, phishing, -
SR 520 Bridge Replacement and HOV Program ESSB 6392 Design
ESSB 6392: Design Refi nements and Transit Connections Workgroup | Appendix A: White papers Appendix A: White papers | ESSB 6392 Legislative Report ESSB 6392: Design Refinements and Transit Connections Workgroup Turning, Queuing, and Channelization Introduction How was turning, queuing, and channelization addressed in the preferred alternative? Lane channelization and turn pocket storage lengths were identified in the preferred alternative based on initial information available from the SDEIS. However, storage lengths and channelization were not analyzed in detail for the preferred alternative, as they were developed to fit within the environmental and operational effects evaluated in the SDEIS. Further analysis was requested to address the channelization and storage lengths as originally defined in the preferred alternative. What issues are we trying to resolve? As part of the design refinements associated with ESSB 6392, the project team sought confirmation that the number of lanes shown in the preferred alternative was necessary based on traffic forecasts and operations. In comment letters on the SDEIS, the Seattle City Council and Mayor expressed a desire for WSDOT to reduce the width of the corridor and associated roadways wherever possible in order to limit environmental impacts of the project. These comments echo those heard from many community members as well, asking that the project team eliminate any unneeded lanes. Specific areas studied included: • Reducing the westbound off-ramp to a single lane. • Reducing the number of turn lanes needed at the intersections of 24th Avenue and East Lake Washington Boulevard, and Montlake Boulevard and Lake Washington Boulevard. • Reducing the number of lanes on Montlake Boulevard through the interchange. -
VR Annual Report 1963
1963 VICTORIA VICTORIAN RAILWAYS REPORT OF THE VICTORIAN RAILWAYS COMMISSIONERS FOR THE YEAR ENDED 30th JUNE, 1963 PRESENTED TO BOTH HOUSES OF PARLIAMENT PURSUANT TO ACT 7 ELIZABETH 11. No. 6355 By Authority: A. C. BROOKS. GOVERNMENT PRINTER, MELBOURNE. No. 19.-[68. 3n.].-12005/63. CONTENTS PAGE CoMMISSIONERs' REPORT l HEADS OF BRANCHES 2:3 APPENDICEs- APPENDIX Balance-sheet l 24 Financial Results (Totals), Summary of 2 26 Financial Results (Details), Summary of 2A 27 Reconciliation of Railway and Treasury Figures (Revenue and Working Expenses), 3 2H Working Expenses, Abstract of 4 2n Working Expenses and Earnings, Comparative Analysis of 5 :30 Total Cost of Each Line and of Rolling Stock, &c. 6 :p- General Comparative Statement for Last Fifteen Years 7 :3H Statistics : Passengers, Goods Traffic, &c. 8 41 Mileage : Train, Locomotive, and Vehicle 9 42 Salaries and Wages, Total Amount Paid 10 44 Staff Employed in Years Ended 30th June, 1963 and 1962 ll 45 Locomotives, Coaching Stock, Goods and Service Stock on Books 12 46 Railway Accident and Fire Insurance Fund ... 13 49 New Lines Opened for Traffic or Under Construction, &c. 14 iiO Mileage of Railways and Tracks 15 ;)] Railways Stores Suspense Account 16 iiz Railway Renewals and Replacements Fund 17 52 Depreciation-Provision and Accrual 18 52 Capital Expenditure in Years Ended 30th June, 1963 and 1962 19 ii3 Passenger Traffic and Revenue, Analysis of ... 20 ii4 Goods and Live Stock Traffic and Revenue, Analysis ot 21 55 Traffic at Each Station 22 ii6 His Excellency Sir Rohan Delacombe, Governor of Vi ctoria, and Lady Delacombe about to entrain at Spencer Street for a visit to western Victoria. -
Submission 36.Pdf 25.71 Kb
Glen Mills Glen Waverley 12 June 2009 The Secretary Select Committee on Train Services Parliament House Spring Street Melbourne Vic 3002 Dear Sir, Thank you for the opportunity to present this submission to the Inquiry into Train Services and to express views on any aspects of the factors leading to and causes of failures in the provision of metropolitan and V/Line train services. Further comments by the author about public transport in Melbourne have been published by the Senate Rural and Regional Affairs and Transport Committee Inquiry into the Investment of Commonwealth and State Funds in Public Passenger Transport Infrastructure and Services which may be found at http://www.aph.gov.au/Senate/committee/rrat_ctte/public_transport/submissions/sublist.htm. Click on Submission No.168 to view the documents. TABLE OF CONTENTS 1. GENERAL 2. INFRASTRUCTURE 2.1 Ballast 2.2 Concrete Sleepers 2.3 CWR 2.4 Double Track 2.5 Flat Junctions 2.6 Modal Interchanges 2.7 Signalling 2.8 Speed Restrictions 2.9 Stations 2.10 Substations 2.11 Third Track 3. ROLLING STOCK 3.1 Air-conditioning 3.2 Cab Ends 3.3 Standback 3.4 Train Length 4. TIMETABLES 4.1 Express Trains 4.2 Frequency 4.3 Off Peak 4.4 Stopping Patterns 4.5 Underground Loop 5. BUSES AND TRAMS 6. CONCLUSION ___________________________________________________________________ 1. GENERAL There are many little items when added together may contribute significantly to create a catastrophe. Operating the train system with as many independent lines as possible will minimise the cascading effects if a problem develops anywhere on the system. -
Research Status and Development Trend of Pantograph Contact Strip Materials
MATEC Web of Conferences 67, 06040 (2016) DOI: 10.1051/matecconf/20166706040 SMAE 2016 Research Status and Development Trend of Pantograph Contact Strip Materials SHANG Feng1,2,a SUN Wei1,b QIAO Bin1,2,c HE Yi-qiang1,d and LI Hua-qiang1,e 1School of Mechanical Engineering, Huaihai Institute of Technology, Lianyungang Jiangsu 222005, China 2 Jiangsu Key Laboratory of Large Engineering Equipment Detection and Control,Xuzhou Institute of Technology, Xuzhou Jiangsu 221111, China [email protected],[email protected],[email protected], [email protected],[email protected] Abstract.The pantograph contact strip is a sliding current collecting component used in electric locomotive. Its performance is an important factor restricting the development of electrified railways toward high speed. This paper makes an introduction of the new developing composite material strips, points out the advantages and disadvantages of various materials, their limiting factors during using or bottlenecks in R&D and production, and gives prospect to the future development of pantograph contact strip materials in the end. 1 Introduction As a component of current collection by friction, the pantograph contact strip is required to have good anti-friction, wear resistance and self-lubrication, as well as good conductivity and impact resistance. Since electric locomotives were put into operation, theory research and application study on pantograph contact strip materials have never ceased. Developed countries like Japan, Germany and France have made important achievements in the study of pantograph contact strips [1]. Currently, pantograph contact strip materials have developed from the original pure metal contact strip and powder metallurgy contact strip to the current mostly applied pure carbon contact strip and metal-impregnated carbon contact strip. -
02-04-00024 Equipment Deep Freezer Compressor 10 Model
02-04-00024 Equipment Deep freezer Compressor 10 model : RSN4-0100-CAV , copeland R502 , V 220 , PH : 1 Compressor 12 model : 1553 89J13 CAJ2446L R502 , V 220 , 50HZ , 4.3 A , tecumseh Compressor 4 model : 8340 S/N 50198 compressor 1/2 HP 4 model : JFP1-0050-JAV B/M 220 N6-535 copland R500 R500 (Frion) 40kg Timer 6 Robertshaw controls co. motor 3 W ,220 V , 50 HZ SW. 1-4 1/3 HP 120/240 VAC SW. 1-2 15A Res. 120VAC Relay 6 184-20302-101 18A , 277 VAC , Coil 208 /240 V 50HZ 02-04-00025 EQUIPMENT: MOTOR CONTROL CENTER FOR OIL & WATER TREATMENT PUMPS COMPANY\MANUFACTURER: SIEMENS - West Germany QUANTITY: 12 SITE: SADDAM MEDICAL CITY\ SERVICE BUILDING CONTACTOR SIZE 4.3 POLE , AC3 3TB4814-OAMO 24 37KW , 380VAC 220V CONTACTOR SIZE 3,3 POLE , AC3 3TB4614-OAMO 24 22KW , 380VAC 220V CONTACTOR SIZE 3,3 POLE , AC3 3TB4617-OAMO 24 22KW , 380VAC 220V CONACTOR SIZE 2,3 POLE , AC3 3TB4417-OAMO 24 15KW , 380VAC 220V CONTACTOR SIZE 1,3 POLE , AC3 3TB4217-OAMO 24 7.5KW , 380VAC 220V CONTACTOR SIZE 0,3 POLE , AC3 3TB4617-OAMO 24 4KW , 380VAC 220V THERMAL DELAYED OVERLOAD 3UA6200-3L 24 RELAY 135 TO 160A THERMAL DELAYED OVERLOAD 3UA6200-2W 24 RELAY 63 TO 90A THERMAL DELAYED RELAY 40 TO 3UA5800-2T 24 57A THERMAL DELAYED OVERLOAD 3UA5800-2F 24 RELAY 32 TO 50A THERMAL DELAYED OVERLOAD 3UA5800-2D 24 RELAY 20 TO 32A THERMAL DELAYED OVERLOAD 3UA5200-2C 24 RELAY 16 TO 25A THERMAL DELAYED OVERLOAD 3UA5000-1K 24 RELAY 8 TO 12.5A UNDER VOLTAGE RELAY AA9943.11 24 220V,380V,50HZ UNDER VOLTAGE RELAY 220 V, A1936.00 24 50HZ STAR-DELTA TIME RELAY 2-20 SEC 7PU6040-7NN20 24 -
Transportation: Emerging Realities Les Transports
CTRF Transportation: Emerging Realities Les Transports: realites en puissance• VOLUME 2 ess-nrch rurn rh 1:2./Jd -*/ Y p1j iu Actes J 21 er1iJ confer si 111111 Torconit),JJ1IJfiJ 25 cats Inf./I, I 717l7 418 WHAT IF? / WHY NOT? A Railway Tridea F.H.Howard P Eng Richmond B C 1. RUBBER AND RAIL The ability of a locomotive to exert tractive effort or drawbar pull - the measure of what it could lift vertically, say over the edge of a cliff - and so, once the train's resistance has been determined, what tonnage of train it can start, is restricted by its wheen adhesion to the rails, normally about /14 of its weight. wheel slip control (replacing sanding) has now raised this to about 1/3. Too much power, and its wheels will slip. Starting a train is adhesion-limited; running it is horsepower-limited. When inverted, this fraction becomes "Factor of Adhesion" and refers to steel wheels gripping - or slipping - on steel rails. Some locomotives are ballasted to achieve adhesion, which affects braking too.. Heavier trailing tonnages can be moved if a much lower Factor of Adhesion can be developed. Such a low factor is indeed developed by rubber on paving. Assuming the road is dry and the tires sound, a rubber-tired highway tractor can lift half its own weight, with the corresponding capacity to pull a heavy trailing load, usually a semi-trailer, also on rubber tires. 1 Howard 419 A number of rail vehicles use a Hi-Rail device,. hydraulically-lowered sets of rail wheels, commonly attached to rubber-tired track inspection and maintenance equipment, especially automobiles, pickup trucks or vans; sometimes little cranes. -
Bewhuwcii U*& Osilt
BEWHUWCIi U*& OSiLt REPORT NO. FRA/0R&D-76/275.I % „ LOCOMOTIVE CAB DESIGN DEVELOPMENT Volume I: Analysis of Locomotive Cab Environment & Development of Cab Design Alternatives Jl J. Robinson D. Piccione G. Lamers Boeing Vertol Company P.O. Box 16858 Philadelphia PA 19142 ^A .ususa&j S'A1H O* OCTOBER 1976 INTERIM REPORT DOCUMENT IS AVAILABLE TO THE U.S. PUBLIC THROUGH THE NATIONAL TECHNICAL INFORMATION SERVICE. SPRiNOFIELO, VIRGINIA 22161 Prepared for U.S. DEPARTMENT OF TRANSPORTATION FEDERAL RAILROAD ADMINISTRATION J Office of Research and Development Washington DC 20590 A NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Govern ment assumes no liability for its contents or use thereof. 'C NOTICE The United States Government does not endorse pro ducts or manufacturers. Trade or manufacturers' names appear herein solely because they are con sidered essential to the object of this report. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient** Cafolog No. FRA/ORSD-76/275.I 4. Title and Subtitle S. Report Dole LOCOMOTIVE CAB DESIGN DEVELOPMENT October 1976 Volume I: Analysis of Locomotive Cab 6. Performing Orgonnotien Code Environment § Development of Cab Design Alternatives 8. Performing Orgonisotton Report No. Author's) Robinson, D. Piccione, G. Lamers DOT-TSC-FRA-76-22,I 9. Performing Orgcniiotion Nome and Address 10. Work Unit No. (TRAIS) Boeing Vertol Company* RR628T/R7341 11. Contract or Grant No. P.O. Box 16858 Philadelphia PA 19142 DOT-TSC-913-1 13. Type of Report ond Period Covered 12. -
The Mechanism and Kinematics of a Pantograph Milling Machine
Available online a t www.scholarsresearchlibrary.com Scholars Research Library European Journal of Applied Engineering and Scientific Research, 2013, 2 (3):1-5 (http://scholarsresearchlibrary.com/archive.html) ISSN: 2278 – 0041 The Mechanism and Kinematics of a Pantograph Milling Machine Mahendra Verma, Abrar Ahmad, Niyazul S Haque, Sahil L Mallick, Ishank Mehta, R. K. Tyagi Amity School of Engineering & Technology, Amity University, Noida, India _____________________________________________________________________________________________ ABSTRACT The paper is paying attention on a 2-Revolute & 1-Prizmatic (RRP) kind of manipulator kinematically. The manipulator is based on a parallelogram linkage mechanism and translates along horizontal directions and z-axis motion i.e. vertical movement is provided by effective stylus length. At the end-effecter a palm router installed with milling cutter is mounted. Compared to conventional milling machine it can traverse the de-scaled profile traversed by stylus. The forward kinematic equations have been formulated. The simulation results by solid works software approximately matches the computation formulation derived in this paper. A prototype is made-up to perform milling operation on any contour. Key words: Pentograph milling machine, mechanism, computational analysis, Theoretical formulation, kinematic analysis _____________________________________________________________________________________________ INTRODUCTION Traditional milling machine were able to mill only on a plain surface or we can say only along the straight paths and could not generate the replica of already existing object. This kind of manipulator has large workspace, high sleight and good maneuverability; it can be widely used in field of painting, welding, assembly and wood/metal engraving [11] . However due to its cantilever type structure, the manipulator is inherently not very rigid and thus the link connecting the assembly to the bed is the most vulnerable to failure due to bending load. -
Evolution of the Ipswich Railway Workshops Site
VOLUME 5 PART 1 MEMOIRS OF THE QUEENSLAND MUSEUM – CULTURE © The State of Queensland (Queensland Museum), 2011 PO Box 3300, South Brisbane 4101, Qld Australia Phone 61 7 3840 7555 Fax 61 7 3846 1226 www.qm.qld.gov.au National Library of Australia card number ISSN 1440-4788 NOTE Papers published in this volume and in all previous volumes of the Memoirs of the Queensland Museum may be reproduced for scientific research, individual study or other educational purposes. Properly acknowledged quotations may be made but queries regarding the republication of any papers should be addressed to the Editor in Chief. Copies of the journal can be purchased from the Queensland Museum Shop. A Guide to Authors is displayed at the Queensland Museum web site http://www.qm.qld.gov.au/About+Us/Publications/Memoirs+of+the+Queensland+Museum A Queensland Government Project Typeset at the Queensland Museum Evolution of the Ipswich Railway Workshops site Robyn BUCHANAN Buchanan, R. 2011 Evolution of the Ipswich Railway Workshops Site. Memoirs of the Queensland Museum – Culture 5(1): 31-52. Brisbane. ISSN 1440-4788 The decision to build the first railway in Queensland from Ipswich to the Darling Downs meant that railway workshops were required at Ipswich. The development of the Ipswich Railway Workshops site began with the original Ipwich Workshops site of 1864 which was adjacent to the Bremer River at North Ipswich. The first two major workshop buildings were iron and zinc structures imported from England in pre-fabricated form. Over the next few years, additional buildings including a brick store were constructed by local contractors.