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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MARK101: MARKETING PRINCIPLES WRITTEN REPORT Brand: Jim Beam Product: Jim Beam White Part A: Tarah Scott – 4675769 Part B: Peter Vainauskas – 4278124 Part C: Jade Loughnan - 4266638 Part D: Natalie al-Burqan – 4672094 Part E: Completed by all members of the team Executive Summary In order to know which factors affect the performance and decision-making of Jim Beam‚ the macro environment factors/elements in the organisation’s immediate area were examined. The macro environment
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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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The Evolution of the Post and Lintel Structural System The post and lintel structural system‚ more commonly known today as post and beam‚ is a construction method used to hold the weight of a building through the use of two or more upright posts that support the horizontal beam/lintel that spans between them. This technique has been used for centuries and is still seen today. When this system was first put into place it was solely for structural support‚ but as time moved forward‚ we see a shift
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Equilibrium - BEAM Objective 1. To study the vertical equilibrium of (a) a simply supported beam 2. To determine the reactions of the beams by (a) the experimental set-up and (b) by using the principles of statics and method of consistent deformation Apparatus TecQuipment SM 104 Beam Apparatus Mk III Figure 1 Experimental Procedures 1. Set up the beam AC with a span of 675mm (as shown in Figure 1). 2. Place two hangers equidistant (100mm) from the mid-point of the beam. 3. Unlock
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CHAPTER 7 WATER TANK 7.1 INTRODUCTION As per Greek philosopher Thales‚ “Water is the source of every creation.” In day to day life one cannot live without water. Therefore water needs to be stored for daily use. Over head water tank and underground water reservoir is the most effective storing facilities used for domestic or even industrial purpose. Depending upon the location of the tank the tanks can be named as overhead‚ on ground or underground. The tanks can be made in different shapes
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STRUCTURAL ANALYSIS SUPPLEMENTARY MATERIAL Associate Professor Hong Guan and Professor Yew-Chaye Loo Griffith School of Engineering Griffith University Gold Coast Campus Queensland‚ Australia TENTH EDITION (Fourth Printing - 2013) Structural Analysis - Supplementary Material CONTENTS Part I 1 Supplementary Notes .................................................................. Fundamentals ...................................................................................
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Experiment AM1.4--Bending moments in a simply supported beam Student name JunJie Liu Student ID 1512042 Experiment Date 24 Nov 2014 Lab group Mech 7 Introduction In this lab report we show the basic methods of measuring bending moment at the “cut” assuming only simply supported beam with point loads (showed in figure 1) and illustrate the relationship among bending moment and distance between
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full plastic bending moment Mp. Working: Bending Moment at the root of the cantilever is calculated using the relationship below: Moment = Leaver arm length at P × Applied Load (P) M = lP × P This was used to obtain values of moments of the beam at different lengths when a force is applied. Measurement No. 1 2 3 Load (N) 0 8.9 17.8 26.69 35.59 40.03 44.48 66.72 89 Width (b) 13.02 12.99 12.91 Leaver Arm Leaver (m) Arm (mm) 0
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or less as fixed for analysis and design purposes. Case 1. No side sway and therefore no translation of joints derivation. Consider a typical member AB loaded as shown below: Tangent at B Mab A Tangent at A P1 a Elastic Curve L P2 b Mba B A GENERAL BEAM ELEMENT UNDER END MOMENTS AND LOADS General Slope deflection equations are. 2EI Mab = MFab + ( − 2θa − θb ) L 2EI Mba = MFba + ( − θa −2θb ) L equation (1) can be re-written as Mab = MFab + 2 M′ab + M′ba and → (1) → (2) → (3) where MFab = fixed end
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