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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along the given strong axis‚ the object is shown to go out of plane and such buckling is known as lateral buckling. The critical value of the applied moment is shown to lead to cause several different out-of-plane displacements in the straight elastic beam. Torsional buckling is yet another type of buckling that commonly takes place in the plates. This particular buckling is very common in the members that are double-symmetric in nature and also simultaneously lead to the occurrence of extremely slender
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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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results are listed in the appendix at the end. Structures: Collapse of Portal Frame Structures: Collapse of Portal Frame TABLE OF CONTENTS: 0. Symbols 1. Development of a Plastic Hinge 2. Discussion 3.1 Cantilever Arm 3.2 Beam Mechanism 3.3 Sway Mechanism 3.4 Combined Mechanism 3. Interaction Diagram 4. Bending Moment Diagrams 5. Conclusion 6. Bibliography 7. Appendix 0. Symbols b Width (mm) d Thickness (mm) h Height (mm) W Vertical
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Sample Calculations I-Beam (S8x18.4) Dimensions: D= 8 in; h= 7.148 in; bf= 4.001 in; tw= 0.271in; tf= 0.426in; L (length of the beam) =18.4 in I= (bf*D3 – h3 (bf – tw))/12= 57.6 in4; E (Referenced value of Young’s modulus) = 29X106 psi Theoretical Strain: ε= σ/E= (M*y)/(E*I) P = load a = distance from support to the applied load (48 in) y = distance from neutral axis to the extreme element in y-direction The sing in the theoretical strain (±) determines if the strain is in compression
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