My Strengths 4/10/13 My strengths include communication‚ input‚ competition‚ learner‚ and woo. I believe that these traits identify my personality and style. I have had jobs in different industries‚ held positions at various levels in companies‚ managed employees‚ and have owned my own business. My strengths have served me well throughout my lifetime both professionally and personally. The strength I gravitate towards the most would be communication. Although I am still working on being confident
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N/m2 • megapascal‚ 1 MPa= 1×106 N/m2 = 1×106N/(106 mm2) = 1 N/mm2 • 1 MPa= 1 N/mm2 Direct or Normal Stress: Intensity of resisting force perpendicular to or normal to the section is called the normal stress. Normal stress may be tensile or compressive. Tensile stress: stresses that cause pulling on the surface of the section‚ (particles of the materials tend to pull apart causing extension in the direction of force) Compressive stress: stresses that cause pushing on the surface of the section
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Strengths British Airways is an established and a well-known brand and an icon that carries the symbol of UK air travel‚ is the largest British based airline considering it financial size and stability. Rich‚ strong and robust partnerships founded Oneworld alliance‚ becoming the third largest in the world. BA also takes advantage of Economies of scale by using the spare space of aircraft for cargo services.Additionally‚ a sole access to Terminal 5 development boost mobility in Heathrow airport Weakness
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Cutting and related processes: 1.1 Introduction: Sheet metal forming‚ also called stamping‚ involves operations such as cutting‚ drawing‚ spinning etc on sheets. Sheet metal forming involves predominantly tensile forces‚ compared to bulk forming‚ which involve compressive forces. Due to tensile stress‚ sheets may undergo localized deformation followed by cracking. Sheets are rolled products‚ which have thickness less than 6mm. Sheet metal operations involve work pieces with large surface area to
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force and bending moment diagrams. c) Calculate I for the cross section‚ about the axis of bending. d) Calculate the maximum compressive stress in the beam‚ and show where it occurs along the length‚ and on the cross section. e) Calculate the maximum tensile stress in the beam‚ and show where it occurs along the length‚ and on the cross section. 2 kN/m 6 metres 3. The machine component shown below can be analysed as an overhung simply supported beam. It is made of cast iron‚ which is much stronger
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CHAPTER 1 INTRODUCTION The seismic force-resisting system of a building structure is composed of vertical elements‚ horizontal elements‚ and the foundation (Fig.1.1). The vertical elements extend between the foundation and the elevated levels‚ providing a continuous load path to transmit gravity and seismic forces from the upper levels to the foundation. The horizontal elements typically consist of diaphragms‚ including collectors. Diaphragms transmit inertial forces from the floor system to the
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MEMB221 MECHANICS AND MATERIALS LABORATORY SEM 2 2012/13 EXPERIMENT 6: THIN CYLINDER DATE PERFORMED: 13TH DECEMBER 2012 DUE DATE: 20TH DECEMBER 2012 SECTION: 2 GROUP NUMBER: 6 GROUP MEMBERS: a) MUHAMAD HADI BIN MOHAMED RADZI (ME087932) b) THINES A/L MURUGAN (ME086895) c) MUHAMMAD HASRUL BIN ROSLI (ME087000) d) HAIZUM AMALINA BINTI A. WAHID (ME087898) LAB INSTRUCTOR: MADAM NOLIA HARUDIN TABLE OF CONTENT No. | Content | Page | 1. | Summary / Abstract | 3 | 2
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Investors of asset backed securities (ABSs) are subject to interest rate risk. When interest rates rise‚ the prices of ABS fall‚ and vice versa. The risk of rising interest rate will affect yields because it may influence the pace of prepayments of the underlying loans. This is normally in the case of mortgages consumer asset backed securities. The underlying borrowers of asset backed securities may fail to make interest and principal payments when due and unable to meet other obligation such as
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sA JOURNAL OF THE MACEDONIAN ASSOCIATIОN OF STRUCTURAL ENGINEERS NO. 9 / 2010 СПИСАНИЕ НА ДРУШТВОТО НА ГРАДЕЖНИТЕ КОНСТРУКТОРИ НА МАКЕДОНИЈА БР. 9 / 2010 STRUCTURAL ENGINEER ГРАДЕЖЕН КОНСТРУКТОР CONTENTS Editor in Chief: Prof. d-r Golubka Necevska Cvetanovska President of MASE Prof. Goran Markovski Editorial Board: Prof. d-r Gustavo Ayala‚ Mexico Prof. d-r Sande Atanasovski‚ Macedonia Prof. d-r Elena Vasseva‚ Bulgaria Prof. d-r Djordje Vuksanovic‚ Serbia Prof. d-r Mihail Garevski
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Lab report Introduction This mechanical testing is demonstrated the relationship between stain and stress for a certain material while it undergoes a tension force. And define the type of facture of them‚ which are two metallic‚ copper and low carbon steel and two polymeric‚ acrylic and acetone. Background Stress-strain curves show the response of material to an applied stress. It’s depend on the strain rate‚ temperature‚ and environmental conditions. They allow important information such
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