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Pta and Hand Tools
Precision, Quality, Innovation PTA AND HAND TOOLS Hole Saws Hacksaws Jig Saws Reciprocating Saws Portable Band Saws Measuring Tapes Utility Knives Levels Plumb Bobs Chalk Rules & Squares Calipers Protractors Punches Shop Tools Lubricant Catalog 71 PRECISION, QUALITY, iNNOVATiON For more than 135 years, manufacturers, builders and craftsmen worldwide have depended upon precision tools and saws from The L.S. Starrett Company to ensure the consistent quality of their work. They know that the Starrett name on a saw blade, hand tool or measuring tool ensures exceptional quality, innovative products and expert technical assistance. With strict quality control, state-of-the-art equipment and an ongoing commitment to producing superior tools, the thousands of products in today's Starrett line continue to be the most accurate, robust and durable tools available. This catalog features those tools most widely used on a jobsite or in a workshop environment. 2 hole saws Our new line includes the Fast Cut and Deep Cut bi-metal saws, and application-specific hole saws engineered specifically for certain materials, power tools and jobs. A full line of accessories, including Quick-Hitch™ arbors, pilot drills and protective cowls, enables you to optimise each job with safe, cost efficient solutions. 09 hacksaws Hacksaw Safe-Flex® and Grey-Flex® blades and frames, Redstripe® power hack blades, compass and PVC saws to assist you with all of your hand sawing needs. 31 jig saws Our Unified Shank® jig saws are developed for wood, metal and multi-purpose cutting. The Starrett bi-metal unique® saw technology provides our saws with 170% greater resistance to breakage, cut faster and last longer than other saws. -
Check Points for Measuring Instruments
Catalog No. E12024 Check Points for Measuring Instruments Introduction Measurement… the word can mean many things. In the case of length measurement there are many kinds of measuring instrument and corresponding measuring methods. For efficient and accurate measurement, the proper usage of measuring tools and instruments is vital. Additionally, to ensure the long working life of those instruments, care in use and regular maintenance is important. We have put together this booklet to help anyone get the best use from a Mitutoyo measuring instrument for many years, and sincerely hope it will help you. CONVENTIONS USED IN THIS BOOKLET The following symbols are used in this booklet to help the user obtain reliable measurement data through correct instrument operation. correct incorrect CONTENTS Products Used for Maintenance of Measuring Instruments 1 Micrometers Digimatic Outside Micrometers (Coolant Proof Micrometers) 2 Outside Micrometers 3 Holtest Digimatic Holtest (Three-point Bore Micrometers) 4 Holtest (Two-point/Three-point Bore Micrometers) 5 Bore Gages Bore Gages 6 Bore Gages (Small Holes) 7 Calipers ABSOLUTE Coolant Proof Calipers 8 ABSOLUTE Digimatic Calipers 9 Dial Calipers 10 Vernier Calipers 11 ABSOLUTE Inside Calipers 12 Offset Centerline Calipers 13 Height Gages Digimatic Height Gages 14 ABSOLUTE Digimatic Height Gages 15 Vernier Height Gages 16 Dial Height Gages 17 Indicators Digimatic Indicators 18 Dial Indicators 19 Dial Test Indicators (Lever-operated Dial Indicators) 20 Thickness Gages 21 Gauge Blocks Rectangular Gauge Blocks 22 Products Used for Maintenance of Measuring Instruments Mitutoyo products Micrometer oil Maintenance kit for gauge blocks Lubrication and rust-prevention oil Maintenance kit for gauge Order No.207000 blocks includes all the necessary maintenance tools for removing burrs and contamination, and for applying anti-corrosion treatment after use, etc. -
Vernier Caliper and Micrometer Computer Models Using Easy Java Simulation and Its Pedagogical Design Features—Ideas for Augmenting Learning with Real Instruments
Wee, Loo Kang, & Ning, Hwee Tiang. (2014). Vernier caliper and micrometer computer models using Easy Java Simulation and its pedagogical design features—ideas for augmenting learning with real instruments. Physics Education, 49(5), 493. Vernier caliper and micrometer computer models using Easy Java Simulation and its pedagogical design feature-ideas to augment learning with real instruments Loo Kang WEE1, Hwee Tiang NING2 1Ministry of Education, Educational Technology Division, Singapore 2 Ministry of Education, National Junior College, Singapore [email protected], [email protected] Abstract: This article presents the customization of EJS models, used together with actual laboratory instruments, to create an active experiential learning of measurements. The laboratory instruments are the vernier caliper and the micrometer. Three computer model design ideas that complement real equipment are discussed in this article. They are 1) the simple view and associated learning to pen and paper question and the real world, 2) hints, answers, different options of scales and inclusion of zero error and 3) assessment for learning feedback. The initial positive feedback from Singaporean students and educators points to the possibility of these tools being successfully shared and implemented in learning communities, and validated. Educators are encouraged to change the source codes of these computer models to suit their own purposes, licensed creative commons attribution for the benefit of all humankind. Video abstract: http://youtu.be/jHoA5M-_1R4 2015 Resources: http://iwant2study.org/ospsg/index.php/interactive-resources/physics/01-measurements/5-vernier-caliper http://iwant2study.org/ospsg/index.php/interactive-resources/physics/01-measurements/6-micrometer Keyword: easy java simulation, active learning, education, teacher professional development, e–learning, applet, design, open source physics PACS: 06.30.Gv 06.30.Bp 1.50.H- 01.50.Lc 07.05.Tp I. -
FOR 274: Forest Measurements and Inventory an Introduction to Surveying
FOR 274: Forest Measurements and Inventory Lecture 5: Principals of Surveying • An Introduction to Surveying • Horizontal Distances & Angles An Introduction to Surveying: Social and Land In Natural Resources we survey populations to gain representative information about something We also conduct land surveys to record the fine-scale topographic detail of an area We use both kinds of surveying in Natural Resources An Introduction to Surveying: Why do we Survey? To measure in the field the distance, bearing, and location of features on the Earth’s surface Geodetic Surveying • Very large distances • Have to account for curvature of the Earth! Plane Surveying • What we do • Thankfully regular trig works just fine 1 An Introduction to Surveying: Why do we Survey? Foresters as a rule do not conduct many new surveys BUT it is very common to: • Retrace old lines • Locate boundaries • Run cruise lines and transects • Analyze post treatments impacts on stream morphology, soils fuels,etc In addition to land survey equipment, Modern tools include the use of GIS and GPS Æ FOR 375 for more details An Introduction to Surveying: Types of Survey Construction Surveys: collect data essential for planning of new projects - constructing a new forest road - putting in a culvert Hydrological Surveys: collect data on stream channel morphology or impacts of treatments on erosion potential An Introduction to Surveying: Types of Survey Topographic Surveys: gather data on natural and man-made features on the Earth's surface to produce a 3D topographic map Typical -
Vernier Scale 05/31/2007 04:10 PM
Vernier Scale 05/31/2007 04:10 PM 1. THE VERNIER SCALE Equipment List: two 3 X 5 cards one ruler incremented in millimeters What you will learn: This lab teaches how a vernier scale works and how to use it. I. Introduction: A vernier scale (Pierre Vernier, ca. 1600) can be used on any measuring device with a graduated scale. Most often a vernier scale is found on length measuring devices such as vernier calipers or micrometers. A vernier instrument increases the measuring precision beyond what it would normally be with an ordinary measuring scale like a ruler or meter stick. II. How a vernier system works: A vernier scale slides across a fixed main scale. The vernier scale shown below in figure 1 is subdivided so that ten of its divisions correspond to nine divisions on the main scale. When ten vernier divisions are compressed into the space of nine main scale divisions we say the vernier-scale ratio is 10:9. So the divisions on the vernier scale are not of a standard length (i.e., inches or centimeters), but the divisions on the main scale are always some standard length like millimeters or decimal inches. A vernier scale enables an unambiguous interpolation between the smallest divisions on the main scale. Since the vernier scale pictured above is constructed to have ten divisions in the space of nine on the main scale, any single division on the vernier scale is 0.1 divisions less than a division on the main scale. http://nebula.deanza.fhda.edu/physics/Newton/4A/4ALabs/Vernier_Scale.html Page 1 of 5 Vernier Scale 05/31/2007 04:10 PM scale, any single division on the vernier scale is 0.1 divisions less than a division on the main scale. -
Roman Large-Scale Mapping in the Early Empire
13 · Roman Large-Scale Mapping in the Early Empire o. A. w. DILKE We have already emphasized that in the period of the A further stimulus to large-scale surveying and map early empire1 the Greek contribution to the theory and ping practice in the early empire was given by the land practice of small-scale mapping, culminating in the work reforms undertaken by the Flavians. In particular, a new of Ptolemy, largely overshadowed that of Rome. A dif outlook both on administration and on cartography ferent view must be taken of the history of large-scale came with the accession of Vespasian (T. Flavius Ves mapping. Here we can trace an analogous culmination pasianus, emperor A.D. 69-79). Born in the hilly country of the Roman bent for practical cartography. The foun north of Reate (Rieti), a man of varied and successful dations for a land surveying profession, as already noted, military experience, including the conquest of southern had been laid in the reign of Augustus. Its expansion Britain, he overcame his rivals in the fierce civil wars of had been occasioned by the vast program of colonization A.D. 69. The treasury had been depleted under Nero, carried out by the triumvirs and then by Augustus him and Vespasian was anxious to build up its assets. Fron self after the civil wars. Hyginus Gromaticus, author of tinus, who was a prominent senator throughout the Fla a surveying treatise in the Corpus Agrimensorum, tells vian period (A.D. 69-96), stresses the enrichment of the us that Augustus ordered that the coordinates of surveys treasury by selling to colonies lands known as subseciva. -
Surveying and Drawing Instruments
SURVEYING AND DRAWING INSTRUMENTS MAY \?\ 10 1917 , -;>. 1, :rks, \ C. F. CASELLA & Co., Ltd II to 15, Rochester Row, London, S.W. Telegrams: "ESCUTCHEON. LONDON." Telephone : Westminster 5599. 1911. List No. 330. RECENT AWARDS Franco-British Exhibition, London, 1908 GRAND PRIZE AND DIPLOMA OF HONOUR. Japan-British Exhibition, London, 1910 DIPLOMA. Engineering Exhibition, Allahabad, 1910 GOLD MEDAL. SURVEYING AND DRAWING INSTRUMENTS - . V &*>%$> ^ .f C. F. CASELLA & Co., Ltd MAKERS OF SURVEYING, METEOROLOGICAL & OTHER SCIENTIFIC INSTRUMENTS TO The Admiralty, Ordnance, Office of Works and other Home Departments, and to the Indian, Canadian and all Foreign Governments. II to 15, Rochester Row, Victoria Street, London, S.W. 1911 Established 1810. LIST No. 330. This List cancels previous issues and is subject to alteration with out notice. The prices are for delivery in London, packing extra. New customers are requested to send remittance with order or to furnish the usual references. C. F. CAS ELL A & CO., LTD. Y-THEODOLITES (1) 3-inch Y-Theodolite, divided on silver, with verniers to i minute with rack achromatic reading ; adjustment, telescope, erect and inverting eye-pieces, tangent screw and clamp adjustments, compass, cross levels, three screws and locking plate or parallel plates, etc., etc., in mahogany case, with tripod stand, complete 19 10 Weight of instrument, case and stand, about 14 Ibs. (6-4 kilos). (2) 4-inch Do., with all improvements, as above, to i minute... 22 (3) 5-inch Do., ... 24 (4) 6-inch Do., 20 seconds 27 (6 inch, to 10 seconds, 403. extra.) Larger sizes and special patterns made to order. -
Geodetic Position Computations
GEODETIC POSITION COMPUTATIONS E. J. KRAKIWSKY D. B. THOMSON February 1974 TECHNICALLECTURE NOTES REPORT NO.NO. 21739 PREFACE In order to make our extensive series of lecture notes more readily available, we have scanned the old master copies and produced electronic versions in Portable Document Format. The quality of the images varies depending on the quality of the originals. The images have not been converted to searchable text. GEODETIC POSITION COMPUTATIONS E.J. Krakiwsky D.B. Thomson Department of Geodesy and Geomatics Engineering University of New Brunswick P.O. Box 4400 Fredericton. N .B. Canada E3B5A3 February 197 4 Latest Reprinting December 1995 PREFACE The purpose of these notes is to give the theory and use of some methods of computing the geodetic positions of points on a reference ellipsoid and on the terrain. Justification for the first three sections o{ these lecture notes, which are concerned with the classical problem of "cCDputation of geodetic positions on the surface of an ellipsoid" is not easy to come by. It can onl.y be stated that the attempt has been to produce a self contained package , cont8.i.ning the complete development of same representative methods that exist in the literature. The last section is an introduction to three dimensional computation methods , and is offered as an alternative to the classical approach. Several problems, and their respective solutions, are presented. The approach t~en herein is to perform complete derivations, thus stqing awrq f'rcm the practice of giving a list of for11111lae to use in the solution of' a problem. -
Caliper Abuse for Beginners a Guide to Quick and Accurate Layout Using Digital Calipers
Caliper Abuse for Beginners A Guide to Quick and Accurate Layout Using Digital Calipers charles z guan productions 21 Mar 2010 In your 2.007 kit, you have been provided with a set of 6” (150mm) digital calipers. You should use these not only for measuring and ascertaining dimensions of parts, but for accurate positioning of holes and other features when manually fabricating a part. Marking out feature positions and part dimensions using a standard ruler is often the first choice for students unfamiliar with engineering tools. This method yields marginal results and usually results in parts which need filing, sanding, or other “one-off” fitting. This document is intended to exposit a fairly common but usually unspoken shortcut that balances time spent laying out a part for fabrication with reasonably accurate results. We will be using a 3 x 1” aluminum box extrusion as the example workpiece. Let's say that we wanted to drill a hole that is 0.975” above the bottom edge of this piece and 1.150” from the right edge. Neither dimension is a common fraction, nor a demarcation found on most rulers. How would we drill such a hole on the drill press? Here, I have set the caliper to 0.975”, after making sure it is properly zeroed. Use the knurled knob to physically lock the caliper to a reading. These calipers have a resolution of 0.0005”. However, this last digit is extremely uncertain. Treat your dimensions as if Calipers are magnetic and can they only have 3 digits attract dirt and grit. -
Download the Surveying and Mapping Minor Form
The Ohio State University College of Engineering Department of Civil, Environmental and Geodetic Engineering Surveying and Mapping Minor (SURVMAP-MN) Department of Civil, Environmental and Geodetic Engineering Details for the required minor courses are listed below. Many 470 Hitchcock Hall, 2070 Neil Avenue Columbus, OH 43210 of the courses are only offered once per year. http://ceg.ohio-state.edu Surveying and Mapping Minor Program Guidelines Surveying is a crucial part of land development. Professional Surveyors must have a Bachelor of Science in Civil Required for graduation: No Engineering or Surveying and Mapping, and often work Credit hours required: A minimum of 19 credit hours is closely with architects and builders to produce precise required to complete the Surveying and Mapping minor. surveys and maps of surface features of the earth. Surveyors Transfer and EM credit hours allowed: No more than 6 (six) of can choose from many specialties and get involved at many the credit hours required for the minor can come from stages of a project. Students who pursue a Surveying and transfer or EM credit. Mapping minor will gain an understanding of global Overlap with the major: positioning; analyzing spatial data; digital map production • The minor must be in a different subject that the major and electronic data collection; survey software applications, • The minor must contain a minimum of 12 hours boundary surveying and construction layout techniques. distinct from the major and/or additional Students interested in pursuing a career in professional land minor(s). surveying should consider completing the Surveying and Civil Engineering Majors: The following courses will count as Mapping minor. -
MICHIGAN STATE COLLEGE Paul W
A STUDY OF RECENT DEVELOPMENTS AND INVENTIONS IN ENGINEERING INSTRUMENTS Thai: for III. Dean. of I. S. MICHIGAN STATE COLLEGE Paul W. Hoynigor I948 This]: _ C./ SUPP! '3' Nagy NIH: LJWIHL WA KOF BOOK A STUDY OF RECENT DEVELOPMENTS AND INVENTIONS IN ENGINEERING’INSIRUMENTS A Thesis Submitted to The Faculty of MICHIGAN‘STATE COLLEGE OF AGRICULTURE AND.APPLIED SCIENCE by Paul W. Heyniger Candidate for the Degree of Batchelor of Science June 1948 \. HE-UI: PREFACE This Thesis is submitted to the faculty of Michigan State College as one of the requirements for a B. S. De- gree in Civil Engineering.' At this time,I Iish to express my appreciation to c. M. Cade, Professor of Civil Engineering at Michigan State Collegeafor his assistance throughout the course and to the manufacturers,vhose products are represented, for their help by freely giving of the data used in this paper. In preparing the laterial used in this thesis, it was the authors at: to point out new develop-ants on existing instruments and recent inventions or engineer- ing equipment used principally by the Civil Engineer. 20 6052 TAEEE OF CONTENTS Chapter One Page Introduction B. Drafting Equipment ----------------------- 13 Chapter Two Telescopic Inprovenents A. Glass Reticles .......................... -32 B. Coated Lenses .......................... --J.B Chapter three The Tilting Level- ............................ -33 Chapter rear The First One-Second.Anerican Optical 28 “00d011 ‘6- -------------------------- e- --------- Chapter rive Chapter Six The Latest Type Altineter ----- - ................ 5.5 TABLE OF CONTENTS , Chapter Seven Page The Most Recent Drafting Machine ........... -39.--- Chapter Eight Chapter Nine SmOnnB By Radar ....... - ------------------ In”.-- Chapter Ten Conclusion ------------ - ----- -. -
The History of Cartography, Volume Six: Cartography in the Twentieth Century
The AAG Review of Books ISSN: (Print) 2325-548X (Online) Journal homepage: http://www.tandfonline.com/loi/rrob20 The History of Cartography, Volume Six: Cartography in the Twentieth Century Jörn Seemann To cite this article: Jörn Seemann (2016) The History of Cartography, Volume Six: Cartography in the Twentieth Century, The AAG Review of Books, 4:3, 159-161, DOI: 10.1080/2325548X.2016.1187504 To link to this article: https://doi.org/10.1080/2325548X.2016.1187504 Published online: 07 Jul 2016. Submit your article to this journal Article views: 312 View related articles View Crossmark data Full Terms & Conditions of access and use can be found at http://www.tandfonline.com/action/journalInformation?journalCode=rrob20 The AAG Review OF BOOKS The History of Cartography, Volume Six: Cartography in the Twentieth Century Mark Monmonier, ed. Chicago, document how all cultures of all his- IL: University of Chicago Press, torical periods represented the world 2015. 1,960 pp., set of 2 using maps” (Woodward 2001, 28). volumes, 805 color plates, What started as a chat on a relaxed 119 halftones, 242 line drawings, walk by these two authors in Devon, England, in May 1977 developed into 61 tables. $500.00 cloth (ISBN a monumental historia cartographica, 978-0-226-53469-5). a cartographic counterpart of Hum- boldt’s Kosmos. The project has not Reviewed by Jörn Seemann, been finished yet, as the volumes on Department of Geography, Ball the eighteenth and nineteenth cen- State University, Muncie, IN. tury are still in preparation, and will probably need a few more years to be published.