3202 A6E – Mechanics of Solids 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
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Ruben Perez Kanstantsin Varennikau Adrien Francois 04/13/15 Deflection of Beams and Cantilevers (Lab 3) Objectives: In the first experiment‚ our objective was to examine the deflection of a cantilever that had an increasing point load. In the second experiment‚ our objective was to examine the deflection of simple supported beam that had an increasing point load. Experimental Setup: During the experiment we will be using a Test Frame machine to calculate the deflection of a cantilever
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purpose of this experiment is to investigate the flow rate/discharge and the head loss of 3 particular flow measuring apparatus which are the Venturi Meter‚ Orifice Meter and Rota Meter in accordance to Bernoulli’s Equation. The time taken for the water to discharge as the diameter of Rota Meter increased was determined and tabulated. Then‚ the discharge & head loss for each apparatus is calculated using the data obtained through the experiment and the calculations were tabulated. The results were analyzed
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Solid Mechanics Lab Report Experiment to determine the Young’s modulus of an aluminium cantilever beam and the uncertainties in its measurement 1. Abstarct: The young’s modulus E‚ is a measure of the stiffness and is therefore one of the most important properties in engineering design. It is a materials ratio between stress and strain: E=σε Young’s modulus is a unique value for each material and indicates the strength of that material as well as how it will deform when a load is applied.
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Report Experiment # 3 Bending of Beams Section # ThTh12 Group # 1 Ömer Ege Çalışkan Serhat Karakuz Noyan Uğur Renda Turgut Soydan 20.03.2013 Abstract In this experiment‚ a simply supported beam is used and the variations of deflection of a simply supported beam with load‚ beam thickness and material are investigated. It is found that the deflection of the beam changes linearly with the load and as the beam thickness increases‚ the beam deflection decreases. In addition‚ since
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flat side of the beam is support and when the thin side is supported. In addition‚ try to find linear relationship between the load applied and the deflection of the beam and comparing the experimental deflection with the theoretical deflection. If the load is applied at the mid- length a=b=L/2 then mid span deflection is: δ = PL3/(48EI). Where P is the applied force‚ L is the length of beam‚ E is the modulus of elasticity of aluminum‚ and I is the moment of Inertia. For a beam of rectangular
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ertyuiopasdfghjklzxcvbnmqwert yuiopasdfghjklzxcvbnmqwertyu By: M.ZIA UL HAQ MS&E- 04 Abstract: In this experiment we come to know how different amalgamation of loads and distances causes the variation of bending moments across the length of a beam. Another attribute of this report is that it envisage about the agreement of theoretical values calculated with those which are calculate during the experiment. The experiment was designed to foster creative thinking and to make the study of structural
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TECQUIPMENT H10 FLOW-MEASURING APPARATUS 1.0 INTRODUCTION The Flow-Measuring Apparatus is designed to accustom students to typical methods of measuring the discharge of an essentially incompressible fluid‚ whilst at the same time giving applications of the Steady-Flow Energy Equation (Bernoulli’s Equation). The discharge is determined using a venturi meter‚ an orifice plate meter and a rotameter. Head losses associated with each meter are determined and compared as well as those arising in a
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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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Beam Deflection By Touhid Ahamed Introduction • In this chapter rigidity of the beam will be considered • Design of beam (specially steel beam) base on strength consideration and deflection evaluation Introduction Different Techniques for determining beam deflection • Double integration method • Area moment method • Conjugate-beam method • Superposition method • Virtual work method Double Integration Method The edge view of the neutral surface of a deflected beam is called the elastic curve
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