Abstract: On this project we will try to design an ( I ) construction beam and find lightest weight material that can be used as an construction beam ‚ currently we are taking strength of material course that helping us to learn more about construction beam’s design ‚ we will be going over types of beams ‚ types of loads and beams design ‚ on our own we will research about the materials of beams and try to find the lightest beam’s material that we can use in construction according
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MM2MS3 Asymmetrical Bending Laboratory Report Date of Laboratory: Name of Student: Student ID: Summary Asymmetrical bending is bending couples acting in a plane of symmetric. If loads do not act in plane of symmetry‚ this leads to deflection in a plane perpendicular to the loading plane as well as in the loading plane. This coupling does not occur if the loading is in principal plane. The experiment was conducted to investigate the deflections of the tip of a cantilever when loaded transversely
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Laboratory I: Problems 4 and 5 Deflection of an Electron Beam by an Electric Field and Deflection of an Electron Beam and Velocity By: John Greavu Partners: Shane Ruff‚ Hannah Eshenaur‚ & David Sturg Professor: John Capriotti TA: Barun Dhar July 19‚ 2013 OBJECTIVE: The objective of this lab was to scientifically determine the deflection of an electron from its original path due to its passing through an electric field as a function of the electric field strength (problem 4)‚ as well as its initial
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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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Equilibrium - BEAM Objective 1. To study the vertical equilibrium of (a) a simply supported beam 2. To determine the reactions of the beams by (a) the experimental set-up and (b) by using the principles of statics and method of consistent deformation Apparatus TecQuipment SM 104 Beam Apparatus Mk III Figure 1 Experimental Procedures 1. Set up the beam AC with a span of 675mm (as shown in Figure 1). 2. Place two hangers equidistant (100mm) from the mid-point of the beam. 3. Unlock
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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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stiffness of two cantilevered beams composed of steel and aluminum while maintaining both beams at a constant thickness and cross sectional area. The experiment also investigated material properties and dimensions and their relationship to structural stiffness. The experiment was divided into two separate parts. The results for the first part of the experiment were obtained by clamping the beam at one end while applying different masses at a specified length across the beam and then measuring deflection
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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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What factors affect the bending of bridges? Abstract: This experiment was designed and conducted to find out how different factors affect the amount of bending of the beam. The two variables that were tested were the amounts of weight and the position of the weight on the plank. Aim: To find out how weight and different placements of the weight affect the bending of the beam. Hypothesis: It is predicted that the wood will bend more if there is more weight on it. When the weight is positioned
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Pure Bending of a Beam Experiment 2 Torsional Deformations Experiment 3 Yield Criteria for Ductile Materials under Plane Stresses Experiment 1 Pure Bending of a Beam Objective 1. To examine the stresses at various positions of the beam under a constant load of pure bending. 2. To determine the curvature of deflection of the beam. Introduction 1. Pure Bending and Nonuniform Bending When analyzing beams‚ it is often necessary to distinguish between pure bending and
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