CONTENTS Sl No Title Page no 1. Getting Started with ANSYS 10 03 2. General Steps 07 3. Simply Supported Beam 08 4. Cantilever Beam 10 5. Simply Supported Beam with Uniformly distributed load 12 6. Beam with angular loads‚ one end hinged and at other end roller support 14 7. Beam with moment and overhung 16 8. Simply Supported Beam with Uniformally varying load 18 9. Bars of Constant Cross-section Area 20 10. Stepped Bar 22 11. Bars of Tapered Cross section Area 24 12. Trusses 26 13
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Beam Robotics and Nervous Networks M.V.R.PURNA KUMAR Department of Electronics & Communication Engineering‚ Sri Venkateswara College of Engineering‚ Tirupathi. Affiliated to JNT University‚ Anantapur‚ Andhra Pradesh‚ India – 517 507 Email: 08bf1a0439@gmail.com Abstract - The field of Robotics has been a fascination since the advent of computational technologies. To induce life into the robos‚ complex and powerful electronic components are required. Hence advance knowledge and great funds
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Three: Parallam Beam Deflection Lab Group - 1st Mondays‚ Late: Jesse Bertrand‚ Ryan Carmichael‚ Anne Krikorian‚ Noah Marks‚ Ann Murray Report by Ryan Carmichael and Anne Krikorian E6 Laboratory Report – Submitted 12 May 2008 Department of Engineering‚ Swarthmore College Abstract: In this laboratory‚ we determined six different values for the Elastic Flexural Modulus of a 4-by10 (100” x 3.50” x 9.46”) Parallam wood-composite test beam. To accomplish this‚ we loaded the beam at 1/3 span with
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Control Systems Lab Project (Ball and Beam) Ball and Beam Abstract The ball and beam system can usually be found in most university control labs since it is relatively easy to build‚ model and control theoretically. The system includes a ball‚ a beam‚ a motor and several sensors. The basic idea is to use the torque generated from motor to the control the position of the ball on the beam. The ball rolls on the beam freely. By employing linear sensing techniques‚ the information from the sensor
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On the Large Deflections of a Class of Cantilever Beams Moses Frank Oduori‚ Ph.D.‚ Department of Mechanical and Manufacturing Engineering‚ The University of Nairobi. Abstract An equation for the determination of large deflections of beams is derived from first principles. Laboratory tests were carried out in order to validate the theory. The theoretical and experimental results were found to be in good agreement. Introduction In much of the study and practice of mechanical and structural
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II (Winter 2013) Experiment 2: Bending of an aluminum I-beam Introduction “Beams are long straight members that are subjected to loads perpendicular to their longitudinal axis and are classified according to the way they are supported”[1]. When a beam is subjected to an external load there are unseen internal forces within the beam that one must be aware of when implementing it into any design or structure. These internal forces create stress and strain
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CIVIL ENGINEERING ESTIMATES An estimate is a calculation of the quantities of various items of work‚ and the expenses likely to be incurred there on. The total of these probable expenses to be incurred on the work is known as estimated cost of the work. The estimated cost of a work is a close approximation of its actual cost. The agreement of the estimated cost with the actual cost will depend on accurate use of estimating methods and correct visualization of the work‚ as it will be done. Importance
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DETERMINATE BEAM AND FRAMEWORK Objective: 1. To Sketch diagram of influence line for reactions‚ shear force and moment for: a. Simply supported beam b. Simply supported beam with one end overhanging c. Simply supported beam with both ends overhanging. 2. To calculate shear force and moment using influence line 3. To determine maximum shear force and moment 4. Calculate Absolute Maximum Moment (MMM) 4.1 INTRODUCTIONS: Influence line is to: Analysis a structure due to moving load along the beam. Show
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SureCutShears manufactures a complete line of household scissors and industrial shears. The company has been profitable since 1958 and is considered to be healthy‚ with ROE at 14%‚ Gross Profit Margin at 28% and Current Ration at 10.9% for 1995. David Fischer‚ Treasurer arranged for a line of credit of $3.5million with the Hudson Bank and presented the bank with projected statements. The first assumption made Mr. Fischer when he prepared the projection financial statements The first assumption
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TITLE- SHEAR STRENGTH EXECUTIVE SUMMARY The purpose of this lab was to find the shear strength of three materials i. e. Steel ‚Brass and Aluminum. The values of the shear strength from the table indicate that the steel has maximum shear strength whereas aluminum has least shear strength. OBJECTIVE The objective was to know how important is the shear strength while making designs by testing shear strength of three materials. THEORY According to H
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