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 DATE OF REPORT SUBMISSION 13 DECEMBER 2010 LAB INSTRUCTOR MISS SITI ALIYYAH MASJUKI LAB REPORT MARKING |
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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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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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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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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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Spring 2011 Mechanical and Aerospace Engineering Department Polytechnic Institute of New York University ME6213 Introduction to Solid Mechanics 1.Buckling of Columns 2.Deflection of Curved Beams Date of Experiment:_______ Date of Lab Report Submission: _______ This lab report submission is approved by: Amith Deshmukh | Signature:_________ | Bhavesh Joshi | Signature:_________ | Anoop Kumar | Signature:_________ | Sriniket Srinivas Achar | Signature:_________ | Experiment
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Projecting Beam Purpose or Aim : To determine the relationship describing the effect of meter-stick projection (L) on the vertical depression (y) of the free end with constant load. Material & Apparatus: One 1 kg mass String Clamp Two Meter Sticks Tape Diagram: Procedure: First of all‚ gather all the materials that are required for the lab and setup accordingly for the lab. Place the ruler on the lab table so that 0 cm projects beyond the lab table. Measure
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