Parts of Theodolite and Their Functions Pdf
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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. -
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. -
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. -
Projectile Motion Physics 110 Laboratory
Projectile Motion Physics 110 Laboratory Introduction In this lab, we will study the motion of small steel balls fired from a spring-powered projectile launcher. You will use two different methods to find the initial velocity of the balls leaving the launcher, and use that velocity, together with the equations governing projectile motion, to predict the range of a projectile fired at an arbitrary angle. As a test of your prediction, you will be asked to use the prediction to place a target on the floor at the spot where the ball will land. Along the way, you will also investigate some new techniques of error analysis, and the differences between systematic and random errors. Apparatus The apparatus for this lab consists of a spring-powered projectile launcher which will fire a small steel ball. • Never look into the muzzle of the launcher when a ball is in the chamber. • Do not exceed the \medium" launch setting. • Please do not compress the spring with the rod without a ball loaded into the chamber, as this can damage the launcher. The launcher accepts a 25 mm diameter steel ball. Place the ball into the launcher and push down using the provided ramrod. Looking through the side of the launcher, you can see a yellow indicator aligning with several levels. At each level, the lever will lock the spring into place. Pulling on this lever will fire the ball. The launcher is fitted with a plumb bob hanging from a string. This allows you to accurately set the launch angle of the ball, between 0 and 90 degrees (with 90◦ being straight up and 0 being directly to the right). -
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. -
Tools and Their Uses NAVEDTRA 14256
NONRESIDENT TRAINING COURSE June 1992 Tools and Their Uses NAVEDTRA 14256 DISTRIBUTION STATEMENT A : Approved for public release; distribution is unlimited. Although the words “he,” “him,” and “his” are used sparingly in this course to enhance communication, they are not intended to be gender driven or to affront or discriminate against anyone. DISTRIBUTION STATEMENT A : Approved for public release; distribution is unlimited. NAVAL EDUCATION AND TRAINING PROGRAM MANAGEMENT SUPPORT ACTIVITY PENSACOLA, FLORIDA 32559-5000 ERRATA NO. 1 May 1993 Specific Instructions and Errata for Nonresident Training Course TOOLS AND THEIR USES 1. TO OBTAIN CREDIT FOR DELETED QUESTIONS, SHOW THIS ERRATA TO YOUR LOCAL-COURSE ADMINISTRATOR (ESO/SCORER). THE LOCAL COURSE ADMINISTRATOR (ESO/SCORER) IS DIRECTED TO CORRECT THE ANSWER KEY FOR THIS COURSE BY INDICATING THE QUESTIONS DELETED. 2. No attempt has been made to issue corrections for errors in typing, punctuation, etc., which will not affect your ability to answer the question. 3. Assignment Booklet Delete the following questions and write "Deleted" across all four of the boxes for that question: Question Question 2-7 5-43 2-54 5-46 PREFACE By enrolling in this self-study course, you have demonstrated a desire to improve yourself and the Navy. Remember, however, this self-study course is only one part of the total Navy training program. Practical experience, schools, selected reading, and your desire to succeed are also necessary to successfully round out a fully meaningful training program. THE COURSE: This self-study course is organized into subject matter areas, each containing learning objectives to help you determine what you should learn along with text and illustrations to help you understand the information. -
Measuring - Calipers, Barometers and Thermometers
MEASURING - CALIPERS, BAROMETERS AND THERMOMETERS DIGITAL BREAST BRIDGE The Digital Breast Bridge aids in setting up tangential breast treatment fields. After the borders of the tangential fields are determined place the digital breast bridge to these skin marks. The digital readout will give the angles needed for the gantry. The field separation is determined by the scale on the rails. The acrylic plates are 20 cm wide x 15 cm high and have 1 cm inscribed markings. Separations can be measured from 13 cm to 31 cm. Weight: 3.2 lbs Item # Description 270-001 Digital Breast Bridge BREAST BRIDGE The Breast Bridge aids in setting up portals for tangential breast P treatment. After the area to be treated has been marked, the bridge is placed on the patient’s chest and adjusted to the skin markings, thus, determining the separation of the fields. The angulation of the portals is determined from the ball protractor. The acrylic plates are 20 cm wide x 15 cm high and have 1 cm inscribed markings. Separations can be measured from 15 cm to 35 cm. The ball protractor provides angulation readings from 15O to 80O. Item # Description 270-000 Breast Bridge BREAST BRIDGE COMPRESSOR The Breast Bridge Compressor is used to compress the breast, particularly when it is desired to increase the dose to the residual mass at the end of a course of treatment. The aluminum mesh and frame are coated with a smooth blue vinyl plastic for minimum skin dose. Specifications Treatment Area Size: 10 cm H x 15 cm W Compression Distance: 1 cm to 13 cm Item # Description 272-100 Breast Bridge Compressor MAMMO CALIPER WITH DIGITAL LEVEL The Mammo Caliper is a rugged and accurate caliper designed to provide measurements for breast simulation or as general purpose caliper. -
Laser Tool Range
LASER TOOL RANGE stanleylasers.com 1 stanleylasers.com THE STANLEY® LASER RANGE Accurate measuement is essential for trouble free construction sites, speeding up the job and minimising waste and reworked tasks. Our aim has been to create a range of complimentary products - all built to our exacting standards - to enable professional users work quickly and accurately. That’s why the STANLEY® Laser Tools range offers all the benets of durable and well engineered products with user friendly features and features designed for the professional user. LASER TOOLS AND MORE... Alongside the laser tools, we’ve included a range of Measuring Wheels and Optical Levels to provide everything needed from survey to nished build. Our comprehensive accessories include wall and ceiling mounts, laser detectors and glasses as well as tripod and pole options for mounting measuring and leveling tools. Remote controls, rechargeable battery packs, chargers and rods are all available to add even more functionaility to the range. CONTENTS 03 09 28 INTRODUCTION LEVELLING MEASURING 04 Applications & Tool Types 10 Introduction 29 Introduction 06 The STANLEY® Standard 12 Rotary Laser Levels 31 True Laser Measure 07 Choosing the Right Laser for the Job 16 Point Laser Levels 38 Measuring Wheels 18 Cross & Multi Line Laser Levels 24 Optical Laser Levels 40 46 51 DETECTING ACCESSORIES SERVICE & REPAIR 41 Introduction 46 Laser Pole, Glasses 51 Service & repair & Tripod 42 Stud Sensors 44 Moisture Detectors 3 stanleylasers.com SITE LAYOUT FIRST FIX STANLEY® offer a wide range of professional laser tools to Set out walls and internal structures imply and accurately. make the perfect start to any construction project. -
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.