The Angle Trisection Solution (A Compass-Straightedge (Ruler) Construction) Kimuya .M
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Micro-Ruler MR-1 a NPL (NIST Counterpart in the U.K.)Traceable Certified Reference Material
Micro-Ruler MR-1 A NPL (NIST counterpart in the U.K.)Traceable Certified Reference Material . ATraceable “Micro-Ruler”. Markings are all on one side. Mirror image markings are provided so right reading numbers are always seen. The minimum increment is 0.01mm. The circles (diameter) and square boxes (side length) are 0.02, 0.05, 0.10, 0.50, 1.00, 2.00 and 5.00mm. 150mm OVERALL LENGTH 150mm uncertainty: ±0.0025mm, 0-10mm: ±0.0005mm) 0.01mm INCREMENTS, SQUARES & CIRCLES UP TO 5mm TED PELLA, INC. Microscopy Products for Science and Industry P. O. Box 492477 Redding, CA 96049-2477 Phone: 530-243-2200 or 800-237-3526 (USA) • FAX: 530-243-3761 [email protected] www.tedpella.com DOES THE WORLD NEED A TRACEABLE RULER? The MR-1 is labeled in mm. Its overall scale extends According to ISO, traceable measurements shall be over 150mm with 0.01mm increments. The ruler is designed to be viewed from either side as the markings made when products require the dimensions to be are both right reading and mirror images. This allows known to a specified uncertainty. These measurements the ruler marking to be placed in direct contact with the shall be made with a traceable ruler or micrometer. For sample, avoiding parallax errors. Independent of the magnification to be traceable the image and object size ruler orientation, the scale can be read correctly. There is must be measured with calibration standards that have a common scale with the finest (0.01mm) markings to traceable dimensions. read. We measure and certify pitch (the distance between repeating parallel lines using center-to-center or edge-to- edge spacing. -
Extending Euclidean Constructions with Dynamic Geometry Software
Proceedings of the 20th Asian Technology Conference in Mathematics (Leshan, China, 2015) Extending Euclidean constructions with dynamic geometry software Alasdair McAndrew [email protected] College of Engineering and Science Victoria University PO Box 18821, Melbourne 8001 Australia Abstract In order to solve cubic equations by Euclidean means, the standard ruler and compass construction tools are insufficient, as was demonstrated by Pierre Wantzel in the 19th century. However, the ancient Greek mathematicians also used another construction method, the neusis, which was a straightedge with two marked points. We show in this article how a neusis construction can be implemented using dynamic geometry software, and give some examples of its use. 1 Introduction Standard Euclidean geometry, as codified by Euclid, permits of two constructions: drawing a straight line between two given points, and constructing a circle with center at one given point, and passing through another. It can be shown that the set of points constructible by these methods form the quadratic closure of the rationals: that is, the set of all points obtainable by any finite sequence of arithmetic operations and the taking of square roots. With the rise of Galois theory, and of field theory generally in the 19th century, it is now known that irreducible cubic equations cannot be solved by these Euclidean methods: so that the \doubling of the cube", and the \trisection of the angle" problems would need further constructions. Doubling the cube requires us to be able to solve the equation x3 − 2 = 0 and trisecting the angle, if it were possible, would enable us to trisect 60◦ (which is con- structible), to obtain 20◦. -
Es, and (3) Toprovide -Specific Suggestions for Teaching Such Topics
DOCUMENT RESUME ED 026 236 SE 004 576 Guidelines for Mathematics in the Secondary School South Carolina State Dept. of Education, Columbia. Pub Date 65 Note- I36p. EDRS Price MF-$0.7511C-$6.90 Deseriptors- Advanced Programs, Algebra, Analytic Geometry, Coucse Content, Curriculum,*Curriculum Guides, GeoMetry,Instruction,InstructionalMaterials," *Mathematics, *Number ConCepts,NumberSystems,- *Secondar.. School" Mathematies Identifiers-ISouth Carcilina- This guide containsan outline of topics to be included in individual subject areas in secondary school mathematics andsome specific. suggestions for teachin§ them.. Areas covered inclUde--(1) fundamentals of mathematicsincluded in seventh and eighth grades and general mathematicsin the high school, (2) algebra concepts for COurset one and two, (3) geometry, and (4) advancedmathematics. The guide was written With the following purposes jn mind--(1) to assist local .grOupsto have a basis on which to plan a rykathematics 'course of study,. (2) to give individual teachers an overview of a. particular course Or several cOur:-:es, and (3) toprovide -specific sUggestions for teaching such topics. (RP) Ilia alb 1 fa...4...w. M".7 ,noo d.1.1,64 III.1ai.s3X,i Ala k JS& # Aso sA1.6. It tilatt,41.,,,k a.. -----.-----:--.-:-:-:-:-:-:-:-:-.-. faidel1ae,4 icii MATHEMATICSIN THE SECONDARYSCHOOL Published by STATE DEPARTMENT OF EDUCATION JESSE T. ANDERSON,State Superintendent Columbia, S. C. 1965 Permission to Reprint Permission to reprint A Guide, Mathematics in Florida Second- ary Schools has been granted by the State Department of Edu- cation, Tallahassee, Flmida, Thomas D. Bailey, Superintendent. The South Carolina State Department of Education is in- debted to the Florida State DepartMent of Education and the aahors of A Guide, Mathematics in Florida Secondary Schools. -
Verification Regulation of Steel Ruler
ITTC – Recommended 7.6-02-04 Procedures and guidelines Page 1 of 15 Effective Date Revision Calibration of Micrometers 2002 00 ITTC Quality System Manual Sample Work Instructions Work Instructions Calibration of Micrometers 7.6 Control of Inspection, Measuring and Test Equipment 7.6-02 Sample Work Instructions 7.6-02-04 Calibration of Micrometers Updated / Edited by Approved Quality Systems Group of the 28th ITTC 23rd ITTC 2002 Date: 07/2017 Date: 09/2002 ITTC – Recommended 7.6-02-04 Procedures and guidelines Page 2 of 15 Effective Date Revision Calibration of Micrometers 2002 00 Table of Contents 1. PURPOSE .............................................. 4 4.6 MEASURING FORCE ......................... 9 4.6.1 Requirements: ............................... 9 2. INTRODUCTION ................................. 4 4.6.2 Calibration Method: ..................... 9 3. SUBJECT AND CONDITION OF 4.7 WIDTH AND WIDTH DIFFERENCE CALIBRATION .................................... 4 OF LINES .............................................. 9 3.1 SUBJECT AND MAIN TOOLS OF 4.7.1 Requirements ................................ 9 CALIBRATION .................................... 4 4.7.2 Calibration Method ...................... 9 3.2 CALIBRATION CONDITIONS .......... 5 4.8 RELATIVE POSITION OF INDICATOR NEEDLE AND DIAL.. 10 4. TECHNICAL REQUIREMENTS AND CALIBRATION METHOD ................. 7 4.8.1 Requirements .............................. 10 4.8.2 Calibration Method: ................... 10 4.1 EXTERIOR ............................................ 7 4.9 DISTANCE -
Installing a Bench Vise Give Your Workbench the Holding Power It Deserves
Installing a Bench Vise Give your workbench the holding power it deserves. By Craig Bentzley Let’s face it; a workbench This is the best approach for above. Regardless of the type of without vises is basically just an a face vise, because the entire mounting, have your vise(s) in assembly table. Vises provide the length of a board secured for hand before you start so you can muscle for securing workpieces edge work will contact the bench determine the size of the spacers, for planing, sawing, routing, edge for support and additional jaws, and hardware needed for and other tooling operations. clamping, as shown in the photo a trouble-free installation. Of the myriad commercial models, the venerable Record vise is one that has stood the Vise Locati on And Selecti on test of time, because it’s simple A vise’s locati on on the bench determines what it’s called. to install, easy to operate, Face vises are att ached on the front, or face, of the bench; end and designed to survive vises are installed on the end. The best benches have both, generations of use. Although but if you can only aff ord one, I’d go for a face vise initi ally. it’s no longer in production, Right-handers should mount a face vise at the far left of the several clones are available, bench’s front edge and an end vise on the end of the bench including the Eclipse vise, which at the foremost right-hand corner. Southpaws will want to I show in this article. -
Construction Surveying Curves
Construction Surveying Curves Three(3) Continuing Education Hours Course #LS1003 Approved Continuing Education for Licensed Professional Engineers EZ-pdh.com Ezekiel Enterprises, LLC 301 Mission Dr. Unit 571 New Smyrna Beach, FL 32170 800-433-1487 [email protected] Construction Surveying Curves Ezekiel Enterprises, LLC Course Description: The Construction Surveying Curves course satisfies three (3) hours of professional development. The course is designed as a distance learning course focused on the process required for a surveyor to establish curves. Objectives: The primary objective of this course is enable the student to understand practical methods to locate points along curves using variety of methods. Grading: Students must achieve a minimum score of 70% on the online quiz to pass this course. The quiz may be taken as many times as necessary to successful pass and complete the course. Ezekiel Enterprises, LLC Section I. Simple Horizontal Curves CURVE POINTS Simple The simple curve is an arc of a circle. It is the most By studying this course the surveyor learns to locate commonly used. The radius of the circle determines points using angles and distances. In construction the “sharpness” or “flatness” of the curve. The larger surveying, the surveyor must often establish the line of the radius, the “flatter” the curve. a curve for road layout or some other construction. The surveyor can establish curves of short radius, Compound usually less than one tape length, by holding one end Surveyors often have to use a compound curve because of the tape at the center of the circle and swinging the of the terrain. -
And Are Congruent Chords, So the Corresponding Arcs RS and ST Are Congruent
9-3 Arcs and Chords ALGEBRA Find the value of x. 3. SOLUTION: 1. In the same circle or in congruent circles, two minor SOLUTION: arcs are congruent if and only if their corresponding Arc ST is a minor arc, so m(arc ST) is equal to the chords are congruent. Since m(arc AB) = m(arc CD) measure of its related central angle or 93. = 127, arc AB arc CD and . and are congruent chords, so the corresponding arcs RS and ST are congruent. m(arc RS) = m(arc ST) and by substitution, x = 93. ANSWER: 93 ANSWER: 3 In , JK = 10 and . Find each measure. Round to the nearest hundredth. 2. SOLUTION: Since HG = 4 and FG = 4, and are 4. congruent chords and the corresponding arcs HG and FG are congruent. SOLUTION: m(arc HG) = m(arc FG) = x Radius is perpendicular to chord . So, by Arc HG, arc GF, and arc FH are adjacent arcs that Theorem 10.3, bisects arc JKL. Therefore, m(arc form the circle, so the sum of their measures is 360. JL) = m(arc LK). By substitution, m(arc JL) = or 67. ANSWER: 67 ANSWER: 70 eSolutions Manual - Powered by Cognero Page 1 9-3 Arcs and Chords 5. PQ ALGEBRA Find the value of x. SOLUTION: Draw radius and create right triangle PJQ. PM = 6 and since all radii of a circle are congruent, PJ = 6. Since the radius is perpendicular to , bisects by Theorem 10.3. So, JQ = (10) or 5. 7. Use the Pythagorean Theorem to find PQ. -
Växjö University
School of Mathematics and System Engineering Reports from MSI - Rapporter från MSI Växjö University Geometrical Constructions Tanveer Sabir Aamir Muneer June MSI Report 09021 2009 Växjö University ISSN 1650-2647 SE-351 95 VÄXJÖ ISRN VXU/MSI/MA/E/--09021/--SE Tanveer Sabir Aamir Muneer Trisecting the Angle, Doubling the Cube, Squaring the Circle and Construction of n-gons Master thesis Mathematics 2009 Växjö University Abstract In this thesis, we are dealing with following four problems (i) Trisecting the angle; (ii) Doubling the cube; (iii) Squaring the circle; (iv) Construction of all regular polygons; With the help of field extensions, a part of the theory of abstract algebra, these problems seems to be impossible by using unmarked ruler and compass. First two problems, trisecting the angle and doubling the cube are solved by using marked ruler and compass, because when we use marked ruler more points are possible to con- struct and with the help of these points more figures are possible to construct. The problems, squaring the circle and Construction of all regular polygons are still im- possible to solve. iii Key-words: iv Acknowledgments We are obliged to our supervisor Per-Anders Svensson for accepting and giving us chance to do our thesis under his kind supervision. We are also thankful to our Programme Man- ager Marcus Nilsson for his work that set up a road map for us. We wish to thank Astrid Hilbert for being in Växjö and teaching us, She is really a cool, calm and knowledgeable, as an educator should. We also want to thank of our head of department and teachers who time to time supported in different subjects. -
ANCIENT PROBLEMS VS. MODERN TECHNOLOGY 1. Geometric Constructions Some Problems, Such As the Search for a Construction That Woul
ANCIENT PROBLEMS VS. MODERN TECHNOLOGY SˇARKA´ GERGELITSOVA´ AND TOMA´ Sˇ HOLAN Abstract. Geometric constructions using a ruler and a compass have been known for more than two thousand years. It has also been known for a long time that some problems cannot be solved using the ruler-and-compass method (squaring the circle, angle trisection); on the other hand, there are other prob- lems that are yet to be solved. Nowadays, the focus of researchers’ interest is different: the search for new geometric constructions has shifted to the field of recreational mathematics. In this article, we present the solutions of several construction problems which were discovered with the help of a computer. The aim of this article is to point out that computer availability and perfor- mance have increased to such an extent that, today, anyone can solve problems that have remained unsolved for centuries. 1. Geometric constructions Some problems, such as the search for a construction that would divide a given angle into three equal parts, the construction of a square having an area equal to the area of the given circle or doubling the cube, troubled mathematicians already hundreds and thousands of years ago. Today, we not only know that these problems have never been solved, but we are even able to prove that such constructions cannot exist at all [8], [10]. On the other hand, there is, for example, the problem of finding the center of a given circle with a compass alone. This is a problem that was admired by Napoleon Bonaparte [11] and one of the problems that we are able to solve today (Mascheroni found the answer long ago [9]). -
Construction of Regular Polygons a Constructible Regular Polygon Is One That Can Be Constructed with Compass and (Unmarked) Straightedge
DynamicsOfPolygons.org Construction of regular polygons A constructible regular polygon is one that can be constructed with compass and (unmarked) straightedge. For example the construction on the right below consists of two circles of equal radii. The center of the second circle at B is chosen to lie anywhere on the first circle, so the triangle ABC is equilateral – and hence equiangular. Compass and straightedge constructions date back to Euclid of Alexandria who was born in about 300 B.C. The Greeks developed methods for constructing the regular triangle, square and pentagon, but these were the only „prime‟ regular polygons that they could construct. They also knew how to double the sides of a given polygon or combine two polygons together – as long as the sides were relatively prime, so a regular pentagon could be drawn together with a regular triangle to get a regular 15-gon. Therefore the polygons they could construct were of the form N = 2m3k5j where m is a nonnegative integer and j and k are either 0 or 1. The constructible regular polygons were 3, 4, 5, 6, 8, 10, 12, 15, 16, 20, 24, 30, 32, 40, 48, ... but the only odd polygons in this list are 3,5 and 15. The triangle, pentagon and 15-gon are the only regular polygons with odd sides which the Greeks could construct. If n = p1p2 …pk where the pi are odd primes then n is constructible iff each pi is constructible, so a regular 21-gon can be constructed iff both the triangle and regular 7-gon can be constructed. -
20. Geometry of the Circle (SC)
20. GEOMETRY OF THE CIRCLE PARTS OF THE CIRCLE Segments When we speak of a circle we may be referring to the plane figure itself or the boundary of the shape, called the circumference. In solving problems involving the circle, we must be familiar with several theorems. In order to understand these theorems, we review the names given to parts of a circle. Diameter and chord The region that is encompassed between an arc and a chord is called a segment. The region between the chord and the minor arc is called the minor segment. The region between the chord and the major arc is called the major segment. If the chord is a diameter, then both segments are equal and are called semi-circles. The straight line joining any two points on the circle is called a chord. Sectors A diameter is a chord that passes through the center of the circle. It is, therefore, the longest possible chord of a circle. In the diagram, O is the center of the circle, AB is a diameter and PQ is also a chord. Arcs The region that is enclosed by any two radii and an arc is called a sector. If the region is bounded by the two radii and a minor arc, then it is called the minor sector. www.faspassmaths.comIf the region is bounded by two radii and the major arc, it is called the major sector. An arc of a circle is the part of the circumference of the circle that is cut off by a chord. -
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.