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Deflection of an Eccentric Tie

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Deflection of an Eccentric Tie
Deflection of an Eccentric Tie

Student Name
Soh Zheng Pei
0303341
Group Members
Toh Khai Liang
Fong Woei jiunn
Lee Deng Cherrng

Date of Experiment: | Report due date: | Report submission date: | Checked by: |

Item/marks | | Format/10 | | Abstract and Introduction/10 | | Figures and Diagrams/15 | | Materials and Method/10 | | Results Discussions/45 | | References/10 | | Total | |

Date of Experiment: | Report due date: | Report submission date: | Checked by: |

Item/marks | | Format/10 | | Abstract and Introduction/10 | | Figures and Diagrams/15 | | Materials and Method/10 | | Results Discussions/45 | | References/10 | | Total | |

School of Engineering
Taylor’s University Malaysia
28 September 2012

Table of Contents
Abstract 3 1. Introduction 3 2. Experiment design 4 2.1 Materials 4 2.2 Methods 4 2.3 Procedure 4 3. Results & Discussion 5 3.1 Tables 5 3.2 Graphs 6-7 3.3 Discussion of results 8 4. Analysis 9 4.1 Guidelines for error analysis 9 5. Conclusions & Recommendations 9 6. References 10

ABSTRACT The aim of doing this experiment is to compare the transverse bending deflection of the tie bar and the theoretical values that obtain from the simplified formula and the exact formula when the eccentricity of the load is 75m, 55mm and 35mm. The experimental values of the deflection of the tie are obtained by reading the results of dial gauge during the experiment.

1. INTRODUCTION Eccentric loading is the pressure directed anywhere on a component other than where the component is designed to accept the force. Sometimes the design of a mechanism or a structure demands that a tension member has to be offset from the line of the pull. This means that the member has



References: 1. M. Zaina, S.J. Foster (2005), “Testing of Concentric and Eccentrically Loaded Fibre-Reinforced HSC Columns”, School of Civil and Environmental Engineering, UNSW. 2. Hugh D. Young, Roger A. Freedman (2008), “University Physics with Modern Physics”, 12th Edition, p.363-370. 3. W.A. Bassali, M.N.Y. Anwar, K.M. Mosleh (1985), “Deflection of an Eccentrically Loaded and Concentrically Supported Thin Circular Annulus”, Journal of Pure and Applied Maths, 16(2), 189-212. 4. Beer, Johnston, Dewolf 2002. Mechanics of Materials 3rd Ed. (Reference list) 1. http://www.engineeringtoolbox.com/area-moment-inertia-d_1328.html 2. http://www.ecourse.ou.edu/cgi-bin/ebook.cgi?doc=”&topic=me&chap_sec=09.3?&page=theory 3. http://www.toolingu.com/definition-570240-28512-eccentric-loading.html 4. http://www.freestudy.co.uk/statics/beams/beam%20tut3.pdf

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