Open Architecture in Metrology Automation
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Hexagon Annual Report 2019
Annual Report 2019 Empower an autonomous future Table of contents 2019 in brief 1 About this report Hexagon in brief 2 The audited annual accounts and consolidated accounts Business overview 4 can be found on pages 14–20 and 32–72. The corporate gov- Letter from the President & CEO 6 ernance report examined by the auditors can be found on pages 21–25. Strategy 8 Financial plan 12 Other financial targets 13 Sustainability Report 2019 Board of Directors’ Report 14 Empower an autonomous future Corporate Governance Report 21 Letter from the Chairman of the Board 27 The sustainability report has been Board of Directors 28 reviewed by the auditors for compli- ance with the Annual Accounts Act Group Management 30 and can be found on: Managing risks 32 investors.hexagon.com Consolidated Income Statement 40 Consolidated Statement of Comprehensive Income 40 Consolidated Balance Sheet 41 HxGN LIVE HxGN TV HxGN RADIO HxGN BLOG Consolidated Statement of Changes in Equity 42 Consolidated Statement of Cash Flows 43 Parent Company Income Statement 44 Parent Company Statement of Comprehensive Income 44 EXPERIENCE WATCH LISTEN READ Parent Company Balance Sheet 45 hxgnlive.com hxgnspotlight.com Parent Company Statement of Changes in Equity 46 FOLLOW US ON SOCIAL MEDIA Parent Company Statement of Cash Flows 46 Notes 47 Signing of the annual report 72 hexagon.com Auditor’s report 73 The share 77 Quarterly Income Statements 80 10-Year Summary 81 Financial definitions 82 Business definitions 83 Currency codes 83 Information for shareholders 84 Hexagon AB is a Swedish public limited liability company with corporate This report contains forward-looking statements based on Hexagon registration number 556190-4771. -
Sun Ultratm 5 Workstation Just the Facts
Sun UltraTM 5 Workstation Just the Facts Copyrights 1999 Sun Microsystems, Inc. All Rights Reserved. Sun, Sun Microsystems, the Sun logo, Ultra, PGX, PGX24, Solaris, Sun Enterprise, SunClient, UltraComputing, Catalyst, SunPCi, OpenWindows, PGX32, VIS, Java, JDK, XGL, XIL, Java 3D, SunVTS, ShowMe, ShowMe TV, SunForum, Java WorkShop, Java Studio, AnswerBook, AnswerBook2, Sun Enterprise SyMON, Solstice, Solstice AutoClient, ShowMe How, SunCD, SunCD 2Plus, Sun StorEdge, SunButtons, SunDials, SunMicrophone, SunFDDI, SunLink, SunHSI, SunATM, SLC, ELC, IPC, IPX, SunSpectrum, JavaStation, SunSpectrum Platinum, SunSpectrum Gold, SunSpectrum Silver, SunSpectrum Bronze, SunVIP, SunSolve, and SunSolve EarlyNotifier are trademarks, registered trademarks, or service marks of Sun Microsystems, Inc. in the United States and other countries. All SPARC trademarks are used under license and are trademarks or registered trademarks of SPARC International, Inc. in the United States and other countries. Products bearing SPARC trademarks are based upon an architecture developed by Sun Microsystems, Inc. UNIX is a registered trademark in the United States and other countries, exclusively licensed through X/Open Company, Ltd. OpenGL is a registered trademark of Silicon Graphics, Inc. Display PostScript and PostScript are trademarks of Adobe Systems, Incorporated, which may be registered in certain jurisdictions. Netscape is a trademark of Netscape Communications Corporation. DLT is claimed as a trademark of Quantum Corporation in the United States and other countries. Just the Facts May 1999 Positioning The Sun UltraTM 5 Workstation Figure 1. The Ultra 5 workstation The Sun UltraTM 5 workstation is an entry-level workstation based upon the 333- and 360-MHz UltraSPARCTM-IIi processors. The Ultra 5 is Sun’s lowest-priced workstation, designed to meet the needs of price-sensitive and volume-purchase customers in the personal workstation market without sacrificing performance. -
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 -
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. -
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 ------------ - ----- -. -
Plane Table Civil Engineering Department Integral
CIVIL ENGINEERING DEPARTMENT INTEGRAL UNIVERSITY LUCKNOW Basic Survey Field Work (ICE-352) The history of surveying started with plane surveying when the first line was measured. Today the land surveying basics are the same but the instruments and technology has changed. The surveying equipments used today are much more different than the simple surveying instruments in the past. The land surveying methods too have changed and the surveyor uses more advanced tools and techniques in Land survey. Civil Engineering survey is based on measuring, recording and drawing to scale the physical features on the surface of the earth. The surveyor uses instruments for measuring, a field book for recording and now a days surveying softwares for plotting and drawing to scale the site features in civil engineering survey. The surveying Leveling techniques are aided by instruments such as theodolite, Level, tripods, tapes, chains, telescopes etc and then the surveying engineer drafts a report on the proceedings. S.NO APPARATUS IMAGE DISCRIPTION . NAME In case of plane table survey, the measurements of survey lines of the traverse and their plotting to a suitable 1- PLANE TABLE scale are done simultaneously. Instruments required: Alidade, Drawing board, peg, Plumbing fork, Spirit level and Trough compass . The length of the survey lines are measured with the help of tape or chain. 2- CHAIN AND TAPE Compass surveying is a type of surveying in which the directions of surveying lines are determined with a 3- PRISMATIC magnetic compass. &SURVEYOR The compass is CAMPASS generally used to run a traverse line. The compass calculates bearings of lines with respect to magnetic north. -
19 Siemens PLM Software
Chapter 19 Siemens PLM Software (Unigraphics)1 Author’s note: As discussed below, this organization has had a multitude of different names over the years. Many still refer to it simply as UGS and, although that name is no longer formally used, I have used it throughout this chapter. McDonnell Douglas Automation In order to understand how today’s Siemens PLM Software organization and the Unigraphics software evolved one has to go back to an organization in Saint Louis, Missouri called McAuto (McDonnell Automation Company), a subsidiary of the McDonnell Aircraft Corporation. The aircraft industry was one of the first users of computer systems for engineering design and analysis and McDonnell was very proactive in this endeavor starting in the late 1950s. Its first NC production part was manufactured in 1958 and computers were used to help layout aircraft the following year. In 1960 McDonnell decided to utilize this experience and enter the computer services business. Its McAuto subsidiary was established that year with 258 employees and $7 million in computer hardware. Fifteen years later, McAuto had become one of the largest computer services organizations in the world with over 3,500 employees and a computer infrastructure worth over $170 million. It continued to grow for the next decade, reaching over $1 billion in revenue and 14,000 employees by 1985. Its largest single customer during of this period was the military aircraft design group of its own parent company. A significant project during the 1960s and 1970s was the development of an in- house CAD/CAM system to support McDonnell engineering. -
6. Determination of Height and Distance: Theodolite
Geography (H), UG, 2nd Sem CC-04-TH: Thematic Cartography 6. Determination of Height and Distance: Theodolite What is Theodolite? A Theodolite is a measuring instrument used to measure the horizontal and vertical angles are determined with great precision. Theodolite is more precise than magnetic compass. Magnetic compass measures the angle up to as accuracy of 30’. Anyhow a vernier theodolite measures the angles up to and accuracy of 10’’, 20”. It is of either transit or non- transit type. In Transit theodolites the telescope can rotate in a complete circle in the vertical plane while Non-transit theodolites are those in which the telescope can rotate only in a semicircle in the vertical plane. Types of Theodolite A Transit Theodolite Non transit Theodolite B Vernier Theodolite Micrometer Theodolite A I. Transit Theodolite: a theodolite is called transit theodolite when its telescope can be transited i.e. revolved through a complete revolution about its horizontal axis in the vertical plane. II. Non transit Theodolite: the telescope cannot be transited. They are inferior in utility and have now become obsolete. Kaberi Murmu B I. Vernier Theodolite: For reading the graduated circle if verniers are used, the theodolite is called a vernier theodolit. II. Whereas, if a micrometer is provided to read the graduated circle the same is called as a Micrometer Theodolite. Vernier type theodolites are commonly used. Uses of Theodolite Theodolite uses for many purposes, but mainly it is used for measuring angles, scaling points of constructional works. For example, to determine highway points, huge buildings’ escalating edges theodolites are used. -
Instruments and Methods of Physical Measurement
INSTRUMENTS AND METHODS OF PHYSICAL MEASUREMENT By J. W. MOORE, . i» Professor of Mechanics and Experimental Philosophy, LAFAYETTE COLLEGE. Easton, Pa.: The Eschenbach Printing House. 1892. Copyright by J. W. Moore, 1892 PREFACE. 'y'HE following pages have been arranged for use in the physical laboratory. The aim has been to be as concise as is con- sistent with clearness. sources of information have been used, and in many cases, perhaps, the ipsissima verba of well- known authors. j. w. M. Lafayette College, August 23,' 18g2. TABLE OF CONTENTS. Measurement of A. Length— I. The Diagonal Scale 7 11. The Vernier, Straight 8 * 111. Mayer’s Vernier Microscope . 9 IV. The Vernier Calipers 9 V. The Beam Compass 10 VI. The Kathetometer 10 VII. The Reading Telescope 12 VIII. Stage Micrometer with Camera Lucida 12 IX. Jackson’s Eye-piece Micrometer 13 X. Quincke’s Kathetometer Microscope 13 XI. The Screw . 14 a. The Micrometer Calipers 14 b. The Spherometer 15 c. The Micrometer Microscope or Reading Microscope . 16 d. The Dividing Engine 17 To Divide a Line into Equal Parts by 1. The Beam Compass . 17 2. The Dividing Engine 17 To Divide a Line “Originally” into Equal Parts by 1. Spring Dividers or Beam Compass 18 2. Spring Dividers and Straight Edge 18 3. Another Method 18 B. Angees— 1. Arc Verniers 19 2. The Spirit Level 20 3. The Reading Microscope with Micrometer Attachment .... 22 4. The Filar Micrometer 5. The Optical Method— 1. The Optical Lever 23 2. Poggendorff’s Method 25 3. The Objective or English Method 28 6. -
Comments on Double-Theodolite Evaluations
322 BULLETIN AMERICAN METEOROLOGICAL SOCIETY Comments on Double-Theodolite Evaluations ROBERT O. WEEDFALL AND WALTER M. JAGODZINSKI U. S. Weather Bureau (Original manuscript received 7 May 1960; revised manuscript received 26 August 1960) 1. Introduction After reading an article [1], in the May 1959 issue of the Bulletin of the AMS wherein Mssrs. Hansen and Taft describe another method of computing double-theodolite runs, it was realized that a method developed at the AEC installation at Yucca Flat, Nevada is even more efficient than any previous method and could be of great value in speed and saving of man-hours to those wind- research installations that use the double-theodo- lite method. Further, it does not need special plotting boards but utilizes the standard Weather Bureau equipment with a few ingenious adaptations. FIG. 1. Winds-aloft plotting board, showing position of three distance scales. (360-deg intervals not indicated.) 2. Materials needed (1) Winds-aloft plotting board (fig. 1). A 3-ft-square board with distance scales running from the center to the bottom, with a movable circular piece of plastic attached to the center of the board, whose outer edge is marked off in 360-deg intervals. (2) Circular protractor (fig. 2). A 10-inch- square piece of clear plastic divided into 360-deg intervals. (3) Appropriately marked scale in the shape of an "L" (fig. 3). (4) Scotch tape, rubber band and short piece of string. (5) Winds-aloft graphing board (fig. 4). A rectangular board 2 X 2% ft marked with height FIG. 2. Clear plastic protractor, 10 inches square. -
Business Requirements and Emerging Opportunities
2005:269 CIV MASTER’S THESIS Towards Usage of Simplifi ed Geometry Models Business requirements and emerging opportunities MALIN LUDVIGSON MASTER OF SCIENCE PROGRAMME Mechanical Engineering Luleå University of Technology Department of Applied Physics and Mechanical Engineering Division of Computer Aided Design 2005:269 CIV • ISSN: 1402 - 1617 • ISRN: LTU - EX - - 05/269 - - SE Preface This thesis work has been conducted at the department Design Methods & Systems at Volvo Aero Corporation (VAC) in Trollhättan, in collaboration with the Division of Computer Aided Design at Luleå university of technology. The work is the final project for receiving the Master of Science degree in mechanical engineering at Luleå university of technology, and has been carried out in a period of 5 month in the year of 2005. The project has been interesting from day one and to perform a work needed among the personnel at Volvo Aero make it extra inspiring. There are many people within and without the Volvo Group that have helped me along the way which have contributed to the results found. Extra thanks you to all of you whom took part in the interviews carried out. You have all inspired me throughout the work. No name mentioned, no one forgotten. I specially want to thank my supervisors Niklas Hultman and Ola Isaksson, department Design Methods & Systems, at Volvo Aero that have supported, helped and guided me throughout the work. I would also like to thank my supervisor/ examiner, Tobias Larsson at Luleå university of technology. You have always been there in case needed. At last but not the least I would like to thank Linus Rosenius for your loving support. -
Intergraph Corporationcorporation
IntergraphIntergraph CorporationCorporation Investor Presentation August 15, 2006 Forward-Looking Statements This presentation contains forward-looking statements (all statements other than those made solely with respect to historical fact) within the meaning of the Private Securities Litigation Reform Act of 1995 including, but not limited to, any projections or expectations regarding future results, including revenue, operating income levels, margins, and cash flows; expectations regarding future market conditions; and the Company's organizational realignment and cost reduction efforts, and their anticipated impact on the Company and its divisions and business units; information regarding the development, timing of introduction, exportability, and performance of new products; the Company's ability to win new orders and any statements of the plans, strategies, expectations, and objectives of management for future operations. Forward-looking statements are subject to known and unknown risks and uncertainties (some of which are beyond the Company's control) that could cause actual results to differ materially from those anticipated in the forward-looking statements. Factors that could cause or contribute to such differences include, but are not limited to the risk factors identified in our annual report on Form 10-K, potential adverse outcomes in our efforts to improve our operating performance and increase revenue (including uncertainties with respect to the timing and magnitude of any expected improvements); potential adverse outcomes