Cantilever Beam Table of Contents Table of Contents 2 1. Introduction 3 2. Theory 3 2.1 Bending Moment and Stresses 3 2.2 Deflection and Slopes 5 3. Equipment 6 4. Procedures 7 4.1 Procedure 1 7 4.2 Procedure 2 8 4.3 Procedure 3 8 5. Results 8 5.1 Results from procedure 1 8 5.2 Results from procedure 2 10 5.3 Results from procedure 3 12 6. Discussion and Error Analysis 14 7. Conclusion 15 1. Introduction During this lab a beam was tested in order to find the relationships
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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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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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29 September 2013 The President Mr Richard Byles Sagicor Jamaica Human Resources Department‚ Head Office 28 - 48 Barbados Avenue‚ Kingston 5 Jamaica‚ West Indies Dear Mr Byles‚ I am a student of Jamaica College conducting a project research as a part of my CXC Office Administration examination in 2014. I would be thankful if you would allow me to interview/survey and observe one of your Sales Clerks in their natural working environment. The topic is “to determine the skills necessary
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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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Beam Deflection by Dan Schwarz Bryan Spaulding School of Engineering Grand Valley State University EGR 309 – Machine Design Section 2 Instructor: Dr. Reffeor July 17‚ 2007 Introduction The purpose of this laboratory investigation was to verify beam deflection equations experimentally and to compare the experimental results with FEA values calculated by ANSYS. An aluminum cantilever beam was loaded with 500 kgs at its end with
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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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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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DEPARTMENT OF CIVIL ENGINEERING COLLEGE OF ENGINEERING CEMB 121 MECHANICS OF MATERIALS LABORATORY LABORATORY EXPERIMENT NO. 3 BENDING OF BEAMS - (a) Bending Moment I (b) Bending Moment II SECTION 1 GROUP NUMBER 3 GROUP MEMBERS 1. YEOW SU LEE ( CE085335 ) 2. JOUDI J. MOOSOM ( CE085338 ) 3. NINI EZLIN ROSLI ( CE086340 ) 4. MOHD AFIQ AFIFE BIN ABAS ( CE085310 ) 5. ROHAM HADIYOUN ZADEH ( CE085851 ) DATE OF LABORATORY SESSION 6 DECEMBER 2010
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On Bending the Rules “But Sir‚ you always remind us of the strict implementation of the rules and regulations‚” the young lady protested. “I didn’t let them in because they didn’t show me the document stipulated in the guidelines.” “Yes‚ but in every rule‚ there is always an exception‚” my friend told his staff. “Just let them in. I know them‚ anyway.” When my friend left‚ the young lady gave us a long inquisitive look before she led us to the room. I explained to her that we ran out of time
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