...While correlation between both works are present, Feed and Wall-E are not identical; each works have differences, starting off with the human’s habitat. In Feed, everyone lives on Earth. Due to the abundant amounts of pollution, Earth is uninhabitable. Because of this, everyone lives in “tubes” on Earth to keep away from the pollution. While the characters do travel into space and on various planets and moons (Mars, one of Jupiter’s moon, the Earth’s moon, etc.), they still live in the wrecked junkyard of which is Earth. Also, no one seems to mind the degrading environment. Everyone in the novel tries to make the scenario vague; everyone treats lesions (which are caused by the contaminated air) as a norm instead of worrying about the air conditions. However, in...
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...evolutionary perspective goes beyond structural distinctions between prokaryotes and eukaryotes to examine theories concerning the evolutionary origins of eukaryotes and key eukaryotic cell structures. Multiple-Choice Questions 1) When biologists wish to study the internal ultrastructure of cells, they can achieve the finest resolution by using A) a phase-contrast light microscope. B) a scanning electron microscope. C) a transmission electronic microscope. D) a confocal fluorescence microscope. E) a super-resolution fluorescence microscope. Answer: C Topic: Concept 6.1 Skill: Knowledge/Comprehension 2) The advantage of light microscopy over electron microscopy is that A) light microscopy provides for higher magnification than electron microscopy. B) light microscopy provides for higher resolving power than electron microscopy. C) light microscopy allows one to view dynamic processes in living cells. D) light microscopy provides higher contrast than electron microscopy. E) specimen preparation for light microcopy does not produce artifacts. Answer: C Topic: Concept 6.1 Skill: Knowledge/Comprehension 3) A primary objective of...
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...that this assignment is my original work expressed in my own words. Any reference made to the work of other authors in any form (eg ideas, figures, text, tables) are acknowledged at their point of use. Signature/s of student ……………………………… Date of submission: ……………………… Below this line for office use only ………………………………………………………………………………………………………………………………………… School of the Built Environment Heriot-Watt University Edinburgh EH14 4AS Scotland UK Tel: 0131 449 5111 Fax: 0131 451 3161 Date Stamp Assignment: A high –level report, advising the client on the viability of the proposed project, a three storey Health Center, 4500 m2 Gross Floor Area (GFA). 1 Table of Contents Introduction………………………………………………………………………………………………………………3 BCIS Analysis Data………………………………………………………………………………………………………4 Sustainability………………………………………………………………………………………………………………..6 Building Research Establishment Assessment Method………………………………………………8 Appendices…………………………………………………………………………………………………………………9 References……………………………………………………………………………………………………………………15 Introduction Construction Cost Estimating is considered one of the most essential tasks in the budget development of any project. In most cases, it...
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...PRE-CONTRACT COST PLANNING • FACTORS AFFECTING COST ESTIMATES/PLAN 2 DEFINITIONS, TERMS & PROCESSES A. Classification of Areas B. Terms of Cost Estimate & Cost Plan C. Pre-Contract Cost Planning Processes 3 DEFINITIONS, TERMS & PROCESSES A. CLASSIFICATION OF AREAS GROSS FLOOR AREA (GFA) GFA is the area contained within the external walls of the building measured at each floor level (including any floor below the level of the ground), together with the area of balconies and the thickness of external walls (for submission to Planning Authorities) Note : Carpark & plant room areas are usually excluded, but this is NOT a fixed rule CONSTRUCTION FLOOR AREA (CFA) CFA is the covered areas fulfilling the functional requirements of the building measured to the outside face of the external walls or external parameter. Areas occupied by partitions, columns, internal structural walls, bay windows, stairwells, lift shafts, plant rooms, water tanks, carparks, open covered areas and the like are included. 4 DEFINITIONS, TERMS & PROCESSES B. TERMS OF COST ESTIMATE & COST PLAN ELEMENTAL QUANTITY • No. of door • Area of wall finishes • Volume of concrete structure • Elemental quantity per CFA (i.e. Element Quantity / CFA) • Average cost per unit elemental quantity (i.e. Total Cost of Element / Elemental Quantity) • Indication of price level for particular subject tender price index building services tender price index labour index material index consolidated labour &...
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...Mary E. Jones 2/27/2011 ACC 560 Week 8: Case 4 Greetings Inc: Capital Budgeting 1. Calculate the net present value using the numbers provided. Assume that annual cash flows occur at the end of the year. Initial investment $800,000 Estimated useful life 5 years Estimated salvage value -0- Estimated annual cash flows Annual cash flow savings for Wall Décor $175,000 Annual additional store cash flow from increased sales 100,000 Sale of ink and paper supplies 10,000 Net annual cash flow $285,000 Present Value at 12% Discount factor for 5 periods 3.60478 Present value of net cash flows $$285,000 X 3.60478 $1,027,362 12% Present value of net cash flows $1,027,362 Capital investment 800,000 Net present value $ 227,362 2. Mr. Burns is concerned that the original estimates may be too optimistic. He has suggested that you do a sensitivity analysis assuming all costs are 10% higher than expected and that all inflows are 10% less than expected. Initial investment $880,000 Estimated useful life 5 years Estimated salvage value -0- Estimated annual cash flows Annual cash flow savings for Wall Décor $157,500 Annual additional store cash flow from increased sales 90,000 Sale of ink and paper supplies 9,000 Net annual cash flow $256,500 Present Value ...
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...STUDY OF EFFECTIVE LOCATION OF SHEAR WALL AVINASH M S MAHAJAN VINAY PRAKASH PATEL DHRUV PRAMODBHAI SMBS SMBS SMBS VIT University VIT University VIT University ms_avinash911@ymail.com vinu31390@yahoo.co.in psweetu14@gmail.com ABSTRACT - Shear walls are specially designed structural walls incorporated in buildings to resist lateral forces that are produced in the plane of the wall due to wind, earthquake and other forces. They are usually provided in tall buildings and have been found to be used to avoid total collapse of building under seismic forces. The purpose of this study is to analyze the behaviour of shear wall and hence effectively locate it in structure. Keywords...
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... The P/E ratio of a stock is equal to the price divided by the earnings per share, which is the net income minus preferred dividends, divided by the number of outstanding shares. o 2 Compare the P/E ratio of a stock to its industry peers and the overall market. A stock that is trading at a comparatively lower P/E ratio than its peers or the broader market could be undervalued, while a stock trading at a higher P/E ratio could be overvalued. However, a stock price might be low because the company is in serious financial trouble, reports John W. Schoen of MSNBC. o 3 Evaluate the valuation of broad market averages. Yale professor Robert Shiller uses historical earnings of Standard & Poor's 500 stocks to determine if the broad market is undervalued or overvalued. The S&P 500 is a broad measure of 500 large U.S. public companies. According to the Wall Street Journal, Shiller used this method to correctly predict the 2000 tech crash and the 2006 housing crash. A pricey market can still trade higher, but at least you can exercise some caution in your individual investment decisions. Similarly, a falling market can continue to fall before stabilizing and trending higher. o 4 Consider both sales and earnings, suggests SmartMoney magazine columnist James B. Stewart in a February 2011 Wall Street Journal article. Earnings are important, but companies that demonstrate healthy year-over-year revenue growth are more attractive. He uses a P/E threshold...
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...Thick Cylinder Experiment Dr P Wardle p.wardle@staffs.ac.uk MECH60454 Advanced Engineering Analysis MECH60500 Stress Analysis DL Laboratory Assignment THICK-WALLED CYLINDER Apparatus SM1011– Thick Cylinder (TQ Education and Training Ltd) Thick Cylinder Experiment Dr P Wardle p.wardle@staffs.ac.uk 1. Description of the Cylinder This laboratory exercise enables the student to investigate the distribution of radial and hoop stresses and strains throughout the walls of a thick- walled cylinder under internal pressure and to compare experimental results with the theoretical Lamé predictions. The experiment aims to teach students about: Stress and Strain distributions in the walls of a thick cylinder under internal pressure. How to predict the stress and strain in thick cylinder. The use of strain gauges in mechanical design. Shear stress in thick cylinders. The cylinder is made from aluminium alloy in two halves cemented together. One face of the joint has an eccentric shallow groove containing ten strain gauges at carefully determined radii and orientation. These measure radial and hoop strains from which the corresponding stresses are calculated. The groove is completely filled with jointing cement. Additional strain gauges on the inner and outer walls enable the measurement of longitudinal and circumferential strains. A digital display on the front of the apparatus shows the strains measured at each gauge. The cylinder...
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...microscope. B) a scanning electron microscope. C) a transmission electronic microscope. D) A and B E) B and C Answer: C Topic: Concept 6.1 Skill: Knowledge/Comprehension 2) The advantage of light microscopy over electron microscopy is that A) light microscopy provides for higher magnification than electron microscopy. B) light microscopy provides for higher resolving power than electron microscopy. C) light microscopy allows one to view dynamic processes in living cells. D) A and B E) B and C Answer: C Topic: Concept 6.1 Skill: Knowledge/Comprehension 3) A primary objective of cell fractionation is to A) view the structure of cell membranes. B) identify the enzymes outside the organelles. C) determine the size of various organelles. D) separate the major organelles so that their particular functions can be determined. E) crack the cell wall so the cytoplasmic contents can be released. Answer: D Topic: Concept 6.1 Skill: Knowledge/Comprehension 4) In the fractionation of homogenized cells using centrifugation, the primary factor that determines whether a specific cellular component ends up in the supernatant or the pellet is A) the relative solubility of the component. B) the size and weight of the component. C) the percentage of carbohydrates in the component. D) the number of enzymes in the fraction. E) the presence or absence of lipids in the component. Answer: B Topic: Concept 6.1 Skill: Knowledge/Comprehension...
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...Length of central crack Side length of wedge Number of axial splits Current crushing load Mean post-crushing load Peak load Adhesive energy per unit area of layers Radius of curvature of the frond Displacement Wall thickness of square frustum Crush speed Energy absorbed Total energy dissipated Energy required for the crush zone formation Angle of wedge Strain Semi-apical angle of square frustum Static friction coefficient Dynamic friction coefficient Tensile fracture stress Normal stress INTRODUCTION Components made of composite materials have been recognised to possess significant crashworthy characteristics accompanied by weight and cost effectiveness, l The influence of various parameters on the crashworthy ability of composite thin-walled structures was examined in detail, but conflicting results were produced. 2~ In Ref. 5 a simple theoretical approach is proposed, based on an equation similar to the buckling load equation for a column on an elastic foundation, which can be used to predict whether a change in energy absorption of a composite tube occurs as a result of changes in geometry or material properties. Over the last decade, the authors have been extensively dealing, both experimentally and theoretically, with the crashworthy behaviour of fibreglass composite components in the form of shells of various geometries i.e. circular tubes and frusta, square tubes and frusta, hourglass cross sections, etc., subjected to axial collapse and/or bending. 6-13 The main purpose...
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...Running head: STRATEGIC PLANNING 1 Strategic Planning at the Chronicle Gazette Name Institution STRATEGIC PLANNING 2 Introduction The Chronicle Gazette is a leading newspaper in the United States with a circulation of 225,000 customers. Over the past few years, it has been facing a decline in its customer base and revenues. This is mainly due to the increasing dominance of the Internet as a means of disseminating information and news. The newspaper publishing industry in the United States is going through a difficult phase with declining revenues. Both subscription revenues and advertising revenues have been steadily declining. One of the main causes for this downfall is that readers are using the Internet to get news content for free and are reluctant to pay. The global economic recession has cut down the advertising revenues for newspapers. Cost of publishing has increased and a majority of newspapers have increased prices. This has further distanced consumers from traditional newspapers and made online news websites more popular. The main purpose of this report is to present measures for The Chronicle Gazette to boost its circulation and increase profits. The report will analyze the newspaper industry in the United States giving details of its present status and future position. It will also present facts on the factors that have lead to the decline of the industry. The report will analyze the trends in the newspaper industry and the strategies adopted by...
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...AS 3600—2009 AS 3600—2009 Australian Standard® Concrete structures Accessed by NEWCREST MINING LIMITED on 14 Jul 2010 This Australian Standard® was prepared by Committee BD-002, Concrete Structures. It was approved on behalf of the Council of Standards Australia on 8 October 2009. This Standard was published on 23 December 2009. The following are represented on Committee BD-002: • • • • • • • • • • • • • • • • AUSTROADS Association of Consulting Engineers Australia Australian Building Codes Board Bureau of Steel Manufacturers of Australia Cement Concrete & Aggregates Australia—Cement Cement Concrete & Aggregates Australia—Concrete Concrete Institute of Australia Engineers Australia La Trobe University Master Builders Australia National Precast Concrete Association Australia Steel Reinforcement Institute of Australia University of Adelaide University of Melbourne University of New South Wales University of Western Sydney This Standard was issued in draft form for comment as DR 05252. Standards Australia wishes to acknowledge the participation of the expert individuals that contributed to the development of this Standard through their representation on the Committee and through the public comment period. Keeping Standards up-to-date Accessed by NEWCREST MINING LIMITED on 14 Jul 2010 Australian Standards® are living documents that reflect progress in science, technology and systems. To maintain their currency, all Standards are periodically reviewed, and...
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...Thin Cylinder Summary/ Abstract Thin-walled pressure vessel provides an important application of the analysis of plane stress. Since their walls offer litter resistance to bending, it may be assumed that the internal forces exerted on a given portion of wall are tangent to the surface of the vessel. The resulting stresses on an element of the wall will thus be contained in a plane tangent to the surface of the vessel. In this experiment, we are going to determine the circumferential stress under open condition, and analysis of combined axial and circumferential stress. We propose to determine the stresses exerted on a small element of wall with sides respectively parallel and perpendicular to the axis of the cylinder. Because of axis symmetry of the vessel and its contents, it is clear that no shearing stress is exerted on the element. It can be seen that all strains are used to calculate stress. As it is not possible to measure all strains, these have to be computed on the basis of marginal conditions. With this experiment it is not possible to measure in particular longitudinal strain in the body and radian strain perpendicular to the surface. Initial stress at the surface must be zero, longitudinal stress is constant over the radius are the marginal conditions to obtain the solution. The average E value we obtain from graph was 64 GN/m2. with the help of the computer, the Poisson’s ratio, v =0.35 and the principal strains for the thin cylinder were also calculated using...
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...Using Engagor, Excel and SPSS Statistical 22, we analyzed the e-business process support of Caterpillar on three social media platforms: Facebook, Twitter and LinkedIn. Next pie chart shows how much firm generated content had been analyzed, setting up a certain time frame. In the following, both quantitative and qualitative insights are provided. Number of analyzed firm generated content Processes supported on social media In order to give a brief overview of the business processes supported by Caterpillar on several social media platforms, we used SPSS Statistics 22. The following pie charts and frequency tables result from our statistical deceptive analysis. Facebook - Caterpillar Inc. Looking at the pie chart and the frequency table of the Facebook page ‘Caterpillar Inc.’, we can conclude that the overall presence of Trade Processes (Authentication, Customer Service and Search) is rather obvious. With 66.7% of the business processes, content regarding Authentication Processes are most likely to be generated by Caterpillar on this social media platform. The fact that this page is the main Facebook page of this company can be a logical explanation for its Trade Process focused nature. Since these processes are rather customer oriented, it is wise to reach their customers via their established brand name and the most well-known social media platform. Furthermore, we also recognize a small amount of Decision Support Processes. In light of the previous explanation...
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...declare that the project work entitled “Understand clogging in IF grade and suggest countermeasures to minimize it” is an authentic record of my own work carried out at Tata Steel Ltd., Jamshedpur as requirement of short term industrial/research experience for the award of degree of B.Tech Metallurgy, National Institute of Technology, Rourkela, under the guidance of Mrs Shainu Suresh during 14th May to 9th July, 2013 Place: Jamshedpur Date: 8th July,2013 Abhijeet Dash VT20132141 Certified that the above statement made by the student is correct to the best of my knowledge and belief. Mrs Shainu Suresh Sr.Manager, Steel Technology and Casting Flat Product Technology Group, Tata Steel Ltd. Jamshedpur. ii | P a g e iii | P a g e ACKNOWLEDGEMENT I would like to thank the Management of Tata Steel Ltd. for giving me this wonderful opportunity to work with highly knowledgeable people on a project of great importance. I owe my deepest gratitude to my guide Mrs. Shainu Suresh, Sr.Manager, Steel Making and Casting Technology, FPTG and my industry coordinator Dr. T.K. Roy, Head, Steel Technology, FPTG, whose encouragement, guidance and support from the initial to the final level enabled me to develop an understanding of the subject. I would also like to acknowledge the valuable inputs from Mrs. Akasmita Biswal, Manager,FPTG-TS at each and every step of the project.. I convey my deep...
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