Fluid Mechanics: Fundamentals and Applications‚ 2nd Edition Yunus A. Cengel‚ John M. Cimbala McGraw-Hill‚ 2010 Chapter 1 INTRODUCTION AND BASIC CONCEPTS Lecture slides by Mehmet Kanoglu Copyright © The McGraw-Hill Companies‚ Inc. Permission required for reproduction or display. Schlieren image showing the thermal plume produced by Professor Cimbala as he welcomes you to the fascinating world of fluid mechanics. 2 Objectives • Understand the basic concepts of Fluid Mechanics
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FUNDAMENTALS OF NURSING R.L.E. MIDTERMS BODY MECHANICS AIM: “Comfort and safety of the patient.” Objectives: 1. To assist in safely mobilizing client 2. To prevent fatigue and injury 3. To maintain good body posture and in performing mechanical procedures. SITTING INSTRUCTIONS: a. Place feet flat on the floor b. Popliteal space is 1 inch from the edge of the chair c. Thighs 90° to the legs d. Hips against back of the chair e. Square the shoulders f. Hold
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Kinematic viscosity INTRODUCTION Fluid Mechanics Gas Liquids Statics i F 0 F 0 i Laminar/ Turbulent Dynamics ‚ Flows Compressible/ Incompressible Air‚ He‚ Ar‚ N2‚ etc. Water‚ Oils‚ Alcohols‚ etc. Stability Pressure Buoyancy Surface Tension Compressibility Density Viscosity Vapor Pressure Steady/Unsteady Viscous/Inviscid Fluid Dynamics: Chapter 1: Chapter 2: Fluid Introduction Statics Rest of Course Fluid mechanics 1. study of forces and motions in fluids
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The second play is the relationship of the narrator and the blind man. At first the narrator didn’t fully accept Robert relationship with his wife. The narrator changed his views about Robert at a later stage‚ when Robert visited them. Raymond Carver in his story described the narrator conflict with the blind man. The narrator views changed and transformed at a later stages. In the beginning the narrator feared the blind man‚ he was worried. Towards the end of the story‚ his views changed‚ he
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Elastic Fracture Mechanics (LEFM). In this criterion‚ the two fracture parameters take account of the deviation of the stress to failure from the stress calculated pursuant to LEFM principles. These parameters have to be calculated earlier in pretests known as base line tests to be conducted under identical conditions of the material. It was possible neither to find 48 the failure stress of pressure vessels by means of the fracture parameter obtained from fracture mechanics specimen nor to
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2/26/2013 SOIL MECHANICS 1 KAEA 2132 - Phase diagram & phase relationship - Soil-Aggregate Basic Relationship Dr. Meldi Suhatril Department of Civil Engineering‚ Faculty of Engineering‚ University of Malaya. Review : o Soil is inherently multiphase material (Generally consists of three phases) i. Solid phase ii. Liquid phase iii. Gaseous phase 3 – Phase system: AIR WATER Vv Va Vw Vs Wa= 0 Ww Ws = o It can also be TWO PHASE material i. With solid + Gaseous (DRY STATE)
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02TTB204 Mechanics of Solids Part B Lab Buckling of Struts 1. Introduction The task was given to obtain the buckling stresses for pin-ended steel struts of various slenderness ratios and compare with theoretical predictions obtained using the Euler and Rankine-Gordon equations. 2. Theory The method of obtaining the buckling stresses followed was to use data show in Appendix A. From the record of applied load‚ P‚ against deflection‚ δ‚ a Southwell plot of δ against
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Quantum Mechanics In 1758 scientist found that the gases giving off by the burning materials emitted different colors of lights of spectrums. Not all the colors of the rainbow appeared and they were black gaps in the spectrum. 1802 it was discovered the solar spectrum had tiny gaps‚ they were many thin dark light in the rainbow colors. 100 years ago ‚ the hot solid gave continuos spectrum and the overall color of the line revealed the temperature of the object. This discovery made it possible
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Mechanics of Solids [3 1 0 4] CIE 101 / 102 First Year B.E. Degree Mechanics of Solids PART- I Mechanics of Rigid Bodies PART- II Mechanics of Deformable Bodies COURSE CONTENT IN BRIEF PART I Mechanics of Rigid Bodies 1. Resultant of concurrent and non-concurrent coplanar forces. 2. Equilibrium of concurrent and non-concurrent coplanar forces. 3. Centroid of plane areas 4. Moment of Inertia of plane areas 5. Kinetics: Newton’s second law‚ D’Alembert’s principle‚ Work- Energy‚ and
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223 Solid Mechanics L51 Spring 2013 Term Project Group no. (6) Course Instructor: Dr. Mohammed Al-Qaradawi T.A: Eng. Salim Mohandes Group members: Amal Bsaisu 201002072 Nada Mamdouh 201105374 Nazha Ghadban 201104186 Ola Al-Masri 201103017 Samar Nasr 201000137 Due Date: 3-6-2013 Abstract: In this project we were asked to select an object (L shaped)‚ and apply the outcomes of Solid Mechanics course on it
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