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    Fieldwork Number 1

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    Fieldwork No. 01 LAYING-OUT A SIMPLE CURVE Name : Weather : Group No. : Place : Designation : Time‚ Start : Instructor : End : Objectives a. To layout a simple curve on the ground using the method of deflection when the entire curve is visible from the beginning of curve (B.C.). II. Instruments 1 unit - Engineers transit 1 pc - Plumb bob 1 roll - string 1 pc - 50-meter tape 10 pcs - marking pins

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    CURTIN UNIVERSITY Department of Mathematics and Statistics Mathematics 103 MID-SEMESTER TEST Semester 1‚ 2013 INSTRUCTIONS: Answer all questions in the spaces provided. To obtain full marks for a question you must clearly show appropriate working. TIME ALLOWED: TOTAL MARKS: AIDS ALLOWED: 50 minutes. 50 1. 2. Scientific or Graphics Calculator. A4 Sheet of handwritten notes (both sides). Last Name: _______________________________________________________________ Given Name: _________

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    Differential Leveling

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    FIELD WORK NO. 5 DIFFERENTIAL LEVELING I. OBJECTIVES: To determine the elevation of points relative to a reference point by differential leveling II. INSTRUMENTS: Engineer’s level‚ Leveling Rods‚ Marking Pins III. DISCUSSION: Direct leveling is the commonly employed method of determining the elevation of points some distance apart by a series of set ups of a leveling instrument along a selected route. This method of leveling is also referred to‚ as spirit leveling since the device

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    Triangle and Marks

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    Questions: 1] when simplified is: [Marks:1] A. negative and irrational B. negative and rational C. positive and irrational D. positive and rational 2] The value of the polynomial x2 – x – 1 at x = -1 is [Marks:1] A. Zero B. -1 C. -3 D. 1 3] The remainder when x2 + 2x + 1 is divided by (x + 1) is [Marks:1] A. 1 B. 4 C. -1 D. 0 4] In fig.‚ AOB is a straight line‚ the value of x is: [Marks:1] A. 60° B. 20° C. 40°

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    Land Surveying

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    Application nb.1 SURVEYING CALCULATIONS Delivery date 24.02.2009 Student Application nb.1 Surveying calculations The ensemble of operations in order to obtain plans and maps is known as surneying.Because during land surveying‚ the calculations involve a large volume of work‚ it is proper that the way of doing these calculations to be well studied. Application theme In order to establish the position of points‚ depending on a reference coordinates system‚ related to the Earth’s

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    Comparison between ELISA and RIA tubes Introduction: The main objective of this study is to compare the treatment of ELISA results and RIA results. Radioimmunoassay (RIA) is a very sensitive in vitro assay technique used to measure concentrations of antigens by use of antibodies. An alternate method to RIA is ELISA‚ where the antigen-antibody reaction is measured using colorimetric signals instead of a radioactive signal. The data from the RIA will have been processed by the gamma counter onboard

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    Distance Between 2 points in a Coordinate Plane Short Description of Lesson: This is a lesson that introduces or reinforces how to find the distance between 2 points on a coordinate plane by using the absolute value between 2 points or using the distance formula. Lesson Objectives: Students will learn how to find the distance between two points on a coordinate plane and apply their leaning to find the distance between 2 perpendicular lines on a coordinate plane (Glencoe-Geometry 3.6 Perpendiculars

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    8.2.2.2. Hazard and cum hazard plotting http://itl.nist.gov/div898/handbook/apr/section2/apr222.htm 8. Assessing Product Reliability 8.2. Assumptions/Prerequisites 8.2.2. How do you plot reliability data? 8.2.2.2. Hazard and cum hazard plotting Another kind of plotting‚ called Cum Hazard Plotting‚ has the same purpose as probability plotting Just commercial probability paper is available for most life distribution models for probability plotting of reliability data‚ there are also special

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    Ib Matme Sl1 2010

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    ıM10/5/MATME/SP1/ENG/TZ1/XX 22107303 mathematics staNDaRD level PaPeR 1 Wednesday 5 May 2010 (afternoon) 1 hour 30 minutes iNSTrucTioNS To cANdidATES  Write your session number in the boxes above.  not open this examination paper until instructed to do so. do  are not permitted access to any calculator for this paper. You  Section A: answer all of Section A in the spaces provided.  Section B: answer all of Section B on the answer sheets provided. Write your session number on each answer

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    Parabola and Focus

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    A parabola is a two-dimensional‚ mirror-symmetrical curve‚ which is approximately U-shaped when oriented as shown in the diagram‚ but which can be in any orientation in its plane. It fits any of several superficially different mathematical descriptions which can all be proved to define curves of exactly the same shape. One description of a parabola involves a point (the focus) and a line (the directrix). The focus does not lie on the directrix. The locus of points in that plane that are equidistant from

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