Opinion Based Essay Topics

Opinion Based Essay TopicsWriting an opinion based essay is fun and challenging, and you can get a good response from it. I like to do my opinion based essay in the form of a research study that hopefully will present an answer to the question that I have been asked.So many people are skeptical about using articles to present their opinions. They see it as a waste of time and have no intention of ever writing any articles themselves. But think about this: if they could, they would write articles right now.Studies prove that people always come back to things that they have learned while reading articles. People love to be challenged and improve their knowledge. Also, many articles are written by individuals who never even try to find the answers themselves.This is where you can benefit from taking the advice of the experts, as they have done your own research findings. The article topics are not so important as the fact that you have researched your topic well and presented the facts for the reader to consider.What is often considered to be the common opinion is that people love to express their opinions with an article, especially when it is a critical piece. There is actually a vast amount of research that has shown that the most popular articles are ones that come from someone who has great experience and knowledge in the subject. And we all know that the more articles you have to choose from, the more you will find one that you enjoy reading.One of the benefits of writing your own articles is that you get to add your own opinions and facts to the articles. You also have the added advantage of being able to add links to relevant websites so that the article can be seen and read by others.Finally, you must remember that in order to be successful at writing an opinion based essay, you need to practice. This means that you should create several articles and write at least half of them. Then sit down and make sure that each article is interesting and well-written .

Public Health Nurses ( Phn ) Essay - 932 Words

MCHD Public health nurses (PHN) â€Å"apply the nursing process†, â€Å"use data†, and emphasizes â€Å"prevention†¦educating and empowering† individuals in the community (Allender, Rector, Warner, 2014). The government on federal, state, and local levels rely on the PHN to uses their nursing skills and critical thinking to do the â€Å"greatest good for the majority of people† in the community (Allender, Rector, Warner, 2014). The funding provided by the federal, state, and local government is assessed and implemented based on nurses input and epidemiology. As a PHN they must have skills like, assessment, â€Å"priority planning†, and evaluation; working in conjunction with the three core functions of public health according to IOM, â€Å"assessment, assurance, and policy development† (Allender, Rector, Warner, 2014). Assessment includes, observing and â€Å"identify trends† (Allender, Rector, Warner, 2014). The PHN uses â€Å"morbidity and mortality statistics† and â€Å"assess communicable disease rates† in order to prevent outbreaks and to identify the community’s needs (Allender, Rector, Warner, 2014). The nurse also â€Å"track[s]†¦compliance with immunizations† and â€Å"use census data to determine population growth†. This data can help determine herd immunity and risk for spread of preventable diseases. They â€Å"use prevalence data to determine†¦groups at higher risk† for things like preventable disease, related to people not vaccinating. When the nurse is making home visits they also are assessing theShow MoreRelatedA Public Health Nurse ( Phn )1450 Words   |  6 Pagesexemplary public service (give specific examples): Jane Capili has worked as a Public Health Nurse (PHN) for the past eleven years for Santa Clara County in v arious roles impacting the community s health. 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Analysis Of John Proctor s The Crucibles - 1212 Words

Celine Christiansen Mrs. Evans English III H November 23, 2015 The Crucibles â€Å"I have given you my soul; leave me my name!† bellowed John Proctor to Danforth in Act IV. The Crucibles was written by Arthur Miller reminiscent of McCarthyism in the 1950s. Reputation and integrity is set forward in the story, as it causes the plot to develop and advance, and it is discernible all throughout the story, especially the end. Reputation is tremendously significant in theocratic Salem. The pernicious accusations of witchcraft cause the characters in the play to choose whether they want to salvage how they perceive themselves or how others perceive them. In the play, characters face a difficult decision of choosing their†¦show more content†¦The plot began unfolding when Abigail and other girls accused multiple innocent individuals of witchcraft. A hysteria developed, creating chaos and leading to multiple deaths of the guiltless individuals accused. However, in order to avoid death, these individuals can choose to â€Å"confess† to their si ns and lose their integrity in order to save their life and reputation. Abigail Proctor lost the quality of being honest the moment she began to spread lies. The situation corroded Salem and deteriorated, and she began to exploit the situation to cause damage to Elizabeth Proctor. Abigail claimed that a fiend had taken possession of many individuals in Salem, declaring of having seen them with the devil, including Elizabeth. â€Å"She is blackening my name in the village! She is telling lies about me!† (Miller 23). Abigail’s concern with her reputation led to her accusing several individuals in order to regain her good reputation. As the situation progressed and the plot unfolded, Abigail continuously blamed other people to save her reputation, and when challenged, she brought more people down with her. Parris, her uncle, firmly believed his reputation was salient and must be preserved at all costs. Therefore, at the start of the story, Parris believed Abigail’ s actions would threaten his reputation. â€Å"You compromise my very character† (Miller 11). This remark, made by Parris, illustrates how his reputation is essential. He had seen the girls dancing in the woods, and his

Deflection of an Eccentric Tie free essay sample

Figures and Diagrams/15| | Materials and Method/10| | Results Discussions/45| | References/10| | Total| | School of Engineering Taylor’s University Malaysia 28 September 2012 Table of Contents Abstract3 1. Introduction3 2. Experiment design4 2. 1 Materials4 2. 2 Methods4 2. 3 Procedure4 3. Results amp; Discussion5 3. 1 Tables5 3. 2 Graphs 6-7 3. 3 Discussion of results8 4. Analysis9 4. 1 Guidelines for error analysis9 5. Conclusions amp; Recommendations9 6. References 10 ABSTRACT The aim of doing this experiment is to compare the transverse bending deflection of the tie bar and the theoretical values that obtain from the simplified formula and the exact formula when the eccentricity of the load is 75m, 55mm and 35mm. The experimental values of the deflection of the tie are obtained by reading the results of dial gauge during the experiment. 1. INTRODUCTION Eccentric loading is the pressure directed anywhere on a component other than where the component is designed to accept the force. Sometimes the design of a mechanism or a structure demands that a tension member has to be offset from the line of the pull. This means that the member has to carry combined tension and bending, the latter increasing with the eccentricity of the load. When the load line is going out the middle third of a square tie bar, as in this experiment, the bending moment predominates and bending deflection may be considerable. The more rigorous mathematical solution of an eccentrically loaded tie bar requires some knowledge of differential equation. An approximate solution could be obtained by regarding the tie bar as a beam with equal and opposite couples applied, thus producing circular bending. The experiment provides an exaggerated demonstration of an eccentric tie to make possible a visual appreciation of the problem. It also gives an opportunity to check the order of accuracy that can be achieved by using the simple theory. 2. EXPERIMENT DESIGN Dial Gauge Aluminum Tie Bar Apply Load Figure 1. Eccentric Tie Bar Dial Gauge Aluminum Tie Bar Apply Load Figure 1. Eccentric Tie Bar The experiment is designed as followed. . 1 Materials 1. Eccentric Tie Apparatus 2. Load hanger 2N 3. Weight sets 50N, 20N, 10N and 2N. 2. 2 Methods First, the gauges readings are obtained by calculate the dial gauge at the centre of the eccentric tie apparatus. The dial gauge contain of 100 divisions, to get the central of deflection, is the gauge readings multiply by the sensitivity of the dial gauge which is 0. 01mm. Besides that, the central defle ction also obtains by using the simple formula and exact formula. The comparison between the results will be shown in the form of graph. 2. 3 Procedure ) The apparatus with the greatest eccentric of loading (75mm) was set up and the â€Å"zero† load reading of the dial gauge was noted. b) 90N of load was added in nine increments of 10N, the reading of the central deflection for each increment was recorded in Table 1. c) The above procedure was repeated with the load at 55mm eccentric, and 120Nof load was added in increment of 20N, the results were recorded in Table 2. d) The above procedure with the load at 35mm eccentric was repeated, and 140N of load was added in increment of 20N, the results were recorded in Table 3. 3. RESULTS amp; DISCCUSION 3. 1 Tables Applied Load (N)| End Moment (KN. mm)| Gauge Reading (No of divisions)| Central Deflection (mm)| Central Deflection,? from simple formula (mm)| ? /e| Central Deflection from exact formula (mm)| | | | | | | | | | | | | | | | | | | | | | 0| 0. 00| 0| 0. 00| 0. 00| 0. 000| 0. 00| 10| 0. 75| 79| 0. 79| 1. 28| 0. 017| 1. 26| 20| 1. 50| 289| 2. 89| 2. 56| 0. 034| 2. 49| 30| 2. 25| 321| 3. 21| 3. 84| 0. 051| 3. 69| 40| 3. 00| 411| 4. 11| 5. 12| 0. 068| 4. 85| 50| 3. 75| 513| 5. 13| 6. 41| 0. 085| 5. 98| 60| 4. 50| 618| 6. 18| 7. 69| 0. 02| 7. 08| 70| 5. 25| 719| 7. 19| 8. 97| 0. 120| 8. 15| 80| 6. 00| 821| 8. 21| 10. 2| 0. 137| 9. 20| Table 1: 75mm eccentric Applied Load (N)| End Moment (KN. mm)| Gauge Reading (No of divisions)| Central Deflection (mm)| Central Deflection,? from simple formula (mm)| ? /e| Central Deflection from exact formula (mm)| | | | | | | | | | | | | | | | | | | | | | 0| 0. 0| 0. 0| 0. 0| 0. 00| 0. 000| 0. 00| 20| 1. 1| 147| 1. 47| 1. 88| 0. 034| 1. 83| 40| 2. 2| 300| 3. 00| 3. 76| 0. 068| 3. 56| 60| 3. 3| 448| 4. 48| 5. 64| 0. 102| 5. 19| 80| 4. 4| 600| 6. 00| 7. 52| 0. 137| 6. 5| 100| 5. 5| 730| 7. 30| 9. 39| 0. 171| 8. 22| Table 2: 55mm eccentric Applied Load (N)| End Moment (KN. mm)| Gauge Reading (No of divisions)| Central Deflection (mm)| Central Deflection,? from simple formula (mm)| ? /e| Central Deflection from exact formula (mm)| | | | | | | | | | | | | | | | | | | | | | 0| 0. 00| 0. 0| 0. 0| 0. 00| 0. 000| 0. 00| 20| 0. 70| 85| 0. 85| 1. 20| 0. 034| 1. 16| 40| 1. 40| 194| 1. 94| 2. 39| 0. 068| 2. 26| 60| 2. 10| 396| 3. 96| 3. 59| 0. 102| 3. 30| 80| 2. 80| 481| 4. 81| 4. 78| 0. 137| 4. 29| 100| 3. 50| 570| 5. 7| 5. 98| 0. 171| 5. 23| 20| 4. 20| 645| 6. 45| 7. 17| 0. 205| 6. 12| Table 3: 35mm eccentric 3. 2 Graphs The results of the experiment are plotted and as shown in the 3 graph above, the eccentricity of load which is 75mm, 55mm and 35mm gave us the different results. The equation that used to calculate the Central deflection is: Simplified Formula ?=ML28EI Exact Formula 3. 3 Discussion of results 1. After compared both theoretical and experimental results, it shows that the values of central deflection is related to the end moment, as the end moment increases, the central deflection also increases. The behaviour of the graph central deflection against end moment also clearly showed that the central deflection is directly proportional to end moment. The results of the central deflection for the experimental values is smaller than the simplified and exact formula, this is because, there might be some errors occur during the experiment. The errors are listed in 4. 1 Guidelines for error analysis. 2. There are significant different between the values obtained from Simplified Theory and the Exact Formula, this is because the eccentricity of the tie bar that used in the Simplified Theory is only considered the applied load. On the other hand, the Exact Formula is considered as a whole depending on the effective load, Young’s modulus, length, and second moment of inertia. Therefore the values that obtain by using the Exact Formula are more accurate. 3. If an error of 10% was allowed (by using a larger factor of safety in design), the experimental results which are after 80N are not adequate, this is because the tensile strength of the tie bar that used in the lab is not that strength. Therefore, the different between the Theoretical central deflection and the central deflection that calculate using Simplified Theory for the heavier loads shouldn’t be ignored. . 0 ANALYSIS 4. 1 Guidelines for error analysis 1. Parallax error might be occurred when reading the dial gauge when taking different results. 2. The load is not applied directly on the normal axis will also cause some error on our results. 3. Slight vibration of the table might also affect the accuracy of the result. 5. 0 CONCLUSION A ND RECOMMENDATION From the experiment, the accuracy of the experimental values is less accurate if compare to the Theoretical values, this is because there might be errors that occurred during the experiment. In order to increase the accuracy of the experimental results, a digital dial gauge with smaller scale and more sensitive should be used and the experiment should we repeated more times to get the average reading. 6. 0 References 1. M. Zaina, S. J. Foster (2005), â€Å"Testing of Concentric and Eccentrically Loaded Fibre-Reinforced HSC Columns†, School of Civil and Environmental Engineering, UNSW. 2. Hugh D. Young, Roger A. Freedman (2008), â€Å"University Physics with Modern Physics†, 12th Edition, p. 363-370. 3. W. A. Bassali, M. N. Y. Anwar, K. M. Mosleh (1985), â€Å"Deflection of an Eccentrically Loaded and Concentrically Supported Thin Circular Annulus†, Journal of Pure and Applied Maths, 16(2), 189-212. 4. Beer, Johnston, Dewolf 2002. Mechanics of Materials 3rd Ed. (Reference list) 1. http://www. engineeringtoolbox. com/area-moment-inertia-d_1328. html 2. http://www. ecourse. ou. edu/cgi-bin/ebook. cgi? doc=†amp;topic=meamp;chap_sec=09. 3? amp;page=theory 3. http://www. toolingu. com/definition-570240-28512-eccentric-loading. html 4. http://www. freestudy. co. uk/statics/beams/beam%20tut3. pdf