Bridge Design Questions Question 1 Design Element: The first design element we used was our horizontal deck design. We took 11 sticks‚ placed them side by side horizontally so the length would be equivalent to the edge of the plate. After that we glued and pressed down two sticks on each side on each end and made five of those
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CONTENT 1 INTRODUCTION 1 2 LITERATURE REVIEW 2 3 STRUCTURAL REVIEW 7 3.1 General 7 3.2 Evaluation of Beams 7 3.3 Evaluation of the Slab 12 4 STRUCTURAL ANALYSIS FROM STRUCTURAL ANALYSIS SOFTWARE SAP2000 v15.0.0 14 5 RECOMMENDATION 18 5.1 Proposed Modification for the structure 18 INTRODUCTION Ambatale water treatment plant (Ambatale WTP) is one of the main potable water treatment plant implemented in 1960 and is operated by the National Water Supply & Drainage Board (NWS&DB)
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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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Bending Beam Louisiana State University Joshua Board Table of Contents: Table of Figures: ........................................................................................................................................... 4 Purpose.......................................................................................................................................................... 5 Introduction ........................................................................................
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Deflection of beams and cantilevers is an important study for clear understanding of behavioral properties of various structural components in aircrafts and around us. Various aircraft structural components such as wing and fuselage ribs and spars (or longerons) require structural analysis for research and cross-examination. Our aim is to study the phenomenal deflection changes experienced during beam and cantilever deflection‚ we will be conducting controlled experiments of various beam materials
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CASE 2 Aaron Beam and the HealthSouth Fraud 1. Which of the “obstacles” to moral behavior do you see at work in Aaron Beam’s behavior and thinking? In Scrushy’s? An obstacle to Aaron Beam’s moral behavior is when he moved some of the business start up costs as expenses and lists them as capital investment‚ which inflates the company profit margins. Beam initially did this because of the pressure from Scrushy to make the company appear more profitable. Then‚ the cycle continues. 2. Explain how
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CHAPTER ONE INTRODUCTION 1.1 BACKGROUND OF THE STUDY Reinforced concrete is a strong‚ durable material that can be formed in too many varied shapes and sizes ranging from a simple rectangle column‚ to a slender curved dome or shell‚ its utility and versatility are achieved by combining the best features of concrete and steel. Its utility and versatility is achieved by combining the best features of concrete and steel. When combined‚ the steel is able to provide the tensile strength and probably
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Report Measurement of Young’s Modulus Sherin Joseph 00549618 Measurement of Young’s Modulus of Aluminium using Cantilever loading Abstract The Young’s modulus of Aluminium was calculated using the measurements of the cantilever deflections. A beam of aluminium was clamped on one end and the other end was loaded with different weights‚ ranging from 1 to 15N. The deflection was then measured using a dial gauge. The slope of a load (abscissa) vs. deflection (ordinate) graph was then substituted
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stiffer than single wing configuration. The ‘non-planar’ joined wing is found to be stiffer than the ‘planar’ joined wing. The structural dynamic characteristics of the joined wings are also presented. The bending modes are similar to the cantilevered beam modes while the torsional vibrations are restricted to the unconstrained part of the main wing. The structural analysis showed negligible nonlinear effects for static deformation as well as for structural dynamics characteristics. KEY-WORDS: Jointed
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Unit 7 - Reinforced concrete slabs. (Study time allocation – 15 hours) Introduction. The topic of reinforced concrete slabs is somewhat related to that of beams but also needs to be considered as a separate unit. Types of slab. 1. Single span solid slab. 2. Single span ribbed slab. 3. Two way “waffle” slab. 4. Flat slab – No column drops 5. Flat slab showing column drop. Analysis of
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