Problem Description: The main purpose of this report is to show how to solve a 3-D finite element model of a cantilever I-shape beam‚ which is subjected to two concentrated loads (P = 1600 lb.) at the flanges of the free end along z axis. In this assignment‚ a convergence study will be used to determine the convergence of the solution with respect to mesh refinement. In addition‚ it will be used to achieve an accurate solution for problems that have sufficiently dense mesh‚ which cannot be solve
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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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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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8 Introduction: The deflections of a beam are an engineering concern as they can create an unstable structure if they are large. People don’t want to work in a building in which the floor beams deflect an excessive amount‚ even though it may be in no danger of failing. Consequently‚ limits are often placed upon the allowable deflections of a beam‚ as well as upon the stresses. When loads are applied to a beam their originally straight axes become curved. Displacements
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Solids | | Adam McCreevey | 3/15/2013 | This is a laboratory to learn how to make measurements using a strain gauge by using different configurations‚ also to determine experimentally the axial and transverse stress at the surface of the beam and compare them to theoretical calculations | Introduction If a length of wire is subject to a stress within its elastic limits‚ the resulting elongation and change of diameter alters the resistance. The resulting principle is used in the resistance
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Analysis Energy Flow Earthquake Analysis 2 Buildings Reaction towards Earthquake Structural Members and design Beams & Columns as a Structural Members Horizontal Bands Shear Wall Boundary elements Concealed Beams Reduced Beams General Design Consideration Inverse pendulum effect Beam column design Short Column Behavior Beam Column Joint Recent trends in Seismic resistive design Bracings Bearings Dampers Friction Pendulum Epoxy
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PROJECT REPORT on PLANNING‚ ANALYSIS‚ DESIGN AND COST-ESTIMATION OF FRAMED STRUCTURE AND LOAD BEARING STRUCTURE OF AN ELEMENTARY SCHOOL BUILDING Submitted in partial fulfillment for the award of the degree of BACHELOR OF TECHNOLOGY in CIVIL ENGINEERING by DINESHKUMAR.A INDRAJEET ROY MOHIT DHAWAN 1010910063 1010910082 1010910112 Under the guidance of Ms. S.V. ARUN BALA Assistant Professor (O.G) DEPARTMENT OF CIVIL ENGINEERING FACULTY OF ENGINEERING AND TECHNOLOGY
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Title: Deflection. Abstract: In this experiment‚ we were needed to find the deflection of Ring‚ Semicircle and quadrant made from the curved beam. The experiment is carry out by applied these beam with a load that weight 5N for circle and 2N for Semicircle and Quadrat. For the ring shape‚ the load is added 5N contiuosly until the load 40N and the dial reading is note down every time the load is added. Similar step is repeated using Semicircle and Quadrant that is we add 2N load continuously until
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Kamihama-cho‚ Tsu-shi‚ Mie‚ 514-8507 JAPAN T: 81-59-231-9450; F: 81-59-231-9452; E: jkawa@arch.mie-u.ac.jp ABSTRACT In order to clarify the elasto-plastic behavior of the frame consisting of concrete-filled steel tube (CFT) columns and H-shaped steel beams under seismic loading‚ portal frame specimens were tested under constant vertical loads on columns and alternately repeated horizontal load. Experimental parameters were: axial load ratio (0.15‚ 0.3 and 0.5) and width-to-thickness ratio (21‚39 and
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Objective: To observe the two principal axes in a beam with unsymmetric cross sections; and make comparison between the theoretical and actual behavior in bending of two unsymmetrical section cantilevers: 1. An equal angle with one axis of symmetry. 2. A Z section completely unsymmetrical. Apparatus: Vertical cantilever system‚ dial gauges‚ standard weight‚ hanger‚ cantilever beams of L and Z section. Procedure: 1. Mount up a beam section on the vertical cantilever system and measure
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