Accounting Research Paper Example | Topics and Well Written Essays - 3750 words

Accounting - Research Paper Example Such expansion will entail the setting up of a store location to offer the pretzels and its new selection not only during annual state fairs, but whole year round. Its customer will no longer have to wait during annual state fairs to avail of the pretzels and its new selection but can now go to a permanent location where they can avail of the pretzels. Such expansion and setting up of store location however needs more capitalization. To this end, the present owner, son of the original owners Mr. and Mrs. Corey, will infuse a $ 50,000 capitalization to finance the expansion. The additional $50,000 loan with additional credit line will be used to cover the additional equipment to expand production and to cover additional overheads. To continue and expand the operation of Corey Pretzels and be able to cater to its unserved market by making Corey Pretzels available through a fixed store location creating and developing delicious, innovative, and a wider array of pretzels selection to the highest quality that will be appealing to different age groups and across different market segment and enhance the company’s market base and profitability. To become the leading provider of pretzel in the next two years through its distinct and delectable taste and by offering a wider array of Pretzels that is innovative and appealing while competitive in price. Pretzel is a unique knot like shape type of baked food made from dough and can be offered in a variety of soft and hard varieties and savory or sweet flavors. It originated from Europe and has a distinct symmetrical looped form. Corey Pretzels was a creation of Mr. and Mrs. John Corey who after years of participation in annual state fair has created a market following owing to the distinct taste and flavor of its pretzels. This was enhanced by the second generation of the Coreys who after experimenting for new flavors of the original

Delta Airlines :: essays research papers fc

While sitting in Atlanta’s Hartsfield International Airport, one cannot help but to notice and feel an overwhelming dominant presence of one particular airline. Delta as we know it today, traces its roots way back to 1924. Huff Daland Dusters was founded as the world’s first aerial crop dusting organization. In 1928 the company became Delta Air Service, and the following year Delta carried its first passengers over a route stretching from Dallas, Texas to Jackson, Mississippi with stops in Shreveport and Monroe, Louisiana. In 1941, the company moved its headquarters from Monroe to Atlanta, Georgia. Although headquartered in Atlanta, Delta is a Delaware corporation (Delaware is the most â€Å"pro-business† state in the US). Delta Air Lines Inc. provides air transportation for passengers and freight throughout the United States and around the world. As of February 1, 2001, Delta (including its wholly owned subsidiaries, Atlantic Southeast Airlines, Inc. and Comair, Inc.) served 201 domestic cities in 45 states, the District of Columbia, Puerto Rico and the U.S. Virgin Islands, as well as 50 cities in 32 countries. With its domestic and international code share partners, Delta's route network covers 218 domestic cities in 48 states, and 131 cities in 58 countries. When analyzing Delta, you do not have to search very far before quite possibly one its strongest attribute rears its head. Based on calendar 2000 data, Delta is the largest U.S. airline in terms of aircraft departures and passengers enplaned, and third largest as measured by operating revenues and revenue passenger miles flown. Delta is the leading U.S. airline in the transatlantic, offering the most daily flight departures, serving the largest number of nonstop markets and carrying more passengers than any other U.S. airline. Delta Air Lines transports more passengers worldwide than any other airline. Through a vast worldwide route system Delta has flown over 117 million passengers, more than any other airline in the world. Delta mainline, domestic and international service, Delta Express, Delta Shuttle, Delta Connection ®, Delta Sky Team and Worldwide Partners operate 6,400 flights each day to over 450 cities in 98 countries. Not only is Delta a beast in the market it wields its power quite intelligently. Along with this momentous market share, Delta has enormous control over some of the nations key gateways. Delta controls 72 percent of the air traffic at Salt Lake Utah. This mid west city is a gateway to most of the key major cities on the pacific coast as well as mid west.

Young Modulus Experiment

Experiment 1: Young Modulus Title:Bending of beam and coefficient of elasticity. Objective: To study the relationship between load, span, width, height and deflection of a beam, places on two bearers and affected by a concentrated load at the centre. :To ascertain the coefficient of elasticity for aluminium, brass and steel. Results: Measurement of test specimen (a) For beam material – Steel | Length, L (mm)| Thickness, h (mm)| Width, b (mm)| 1st reading| 650| 3. 15| 18. 97| 2nd reading| 650| 3. 11| 19. 03| 3rd reading| 650| 3. 12| 18. 97| Average reading| 650| 3. 13| 18. 99| (b) For beam material – Aluminium Length, L (mm)| Thickness, h (mm)| Width, b (mm)| 1st reading| 650| 3. 25| 19. 15| 2nd reading| 650| 3. 21| 19. 23| 3rd reading| 650| 3. 21| 19. 18| Average reading| 650| 3. 22| 19. 19| (c) For beam material –Brass | Length, L (mm)| Thickness, h (mm)| Width, b (mm)| 1st reading| 650| 3. 31| 19. 05| 2nd reading| 650| 3. 34| 19. 20| 3rd reading| 650| 3. 35| 19 . 09| Average reading| 650| 3. 33| 19. 11| Two simple supports end. (a) Deflection of test specimen [ Beam material-Steel ] Mass(gram)| Load (N)| Deflection #1 (mm)| Deflection #2 (mm)| Deflection #3 (mm)| Average Deflection (mm)| 100| 0. 981| 0. 5| 0. 45| 0. 48| 0. 43| 200| 1. 96| 0. 85| 0. 88| 0. 85| 0. 86| 300| 2. 94| 1. 30| 1. 32| 1. 38| 1. 33| 400| 3. 92| 1. 74| 1. 80| 1. 81| 1. 78| 500| 4. 91| 2. 20| 2. 24| 2. 25| 2. 23| (b) Deflection of test specimen [ Beam material-Aluminium ] Mass(gram)| Load (N)| Deflection #1 (mm)| Deflection #2 (mm)| Deflection #3 (mm)| Average Deflection (mm)| 100| 0. 981| 1. 18| 1. 15| 1. 16| 1. 16| 200| 1. 96| 2. 43| 2. 54| 2. 40| 2. 46| 300| 2. 94| 3. 72| 3. 67| 3. 72| 3. 70| 400| 3. 92| 4. 98| 5. 08| 5. 10| 5. 05| 500| 4. 91| 6. 07| 6. 20| 6. 15| 6. 14| (c) Deflection of test specimen [ Beam material-Brass ]Mass(gram)| Load (N)| Deflection #1 (mm)| Deflection #2 (mm)| Deflection #3 (mm)| Average Deflection (mm)| 100| 0. 981| 1. 02| 0. 97| 0. 90| 0. 96| 200| 1. 96| 1. 80| 1. 78| 1. 74| 1. 77| 300| 2. 94| 2. 67| 2. 78| 2. 66| 2. 70| 400| 3. 92| 3. 49| 3. 57| 3. 52| 3. 53| 500| 4. 91| 4. 37| 4. 41| 4. 37| 4. 41| One fixed end and one simple support end. (a) Deflection of test specimen [ Beam material-Steel ] Mass(gram)| Load (N)| Deflection #1 (mm)| Deflection #2 (mm)| Deflection #3 (mm)| Average Deflection (mm)| 100| 0. 981| 0. 26| 0. 23| 0. 27| 0. 25| 200| 1. 96| 0. 48| 0. 45| 0. 47| 0. 47| 300| 2. 94| 0. 69| 0. 70| 0. 70| 0. 0| 400| 3. 92| 0. 97| 0. 88| 0. 88| 0. 89| 500| 4. 91| 1. 15| 1. 12| 1. 12| 1. 13| (b) Deflection of test specimen [ Beam material-Aluminium ] Mass(gram)| Load (N)| Deflection #1 (mm)| Deflection #2 (mm)| Deflection #3 (mm)|Average Deflection (mm)| 100| 0. 981| 0. 60| 0. 67| 0. 69| 0. 65| 200| 1. 96| 1. 28| 1. 19| 1. 20| 1. 22| 300| 2. 94| 1. 80| 1. 80| 1. 82| 1. 81| 400| 3. 92| 2. 37| 2. 43| 2. 45| 2. 42| 500| 4. 91| 2. 97| 2. 98| 3. 01| 2. 99| (c) Deflection of test specimen [ Beam material-Brass ] Mass (gram)| Load (N)| Deflection #1 (mm)| Deflection #2 (mm)| Deflection #3 (mm)| Average Deflection (mm)| 100| 0. 81| 0. 47| 0. 42| 0. 48| 0. 46| 200| 1. 96| 0. 90| 0. 86| 0. 86| 0. 87| 300| 2. 94| 1. 30| 1. 28| 1. 30| 1. 29| 400| 3. 92| 1. 73| 1. 70| 1. 71| 1. 71| 500| 4. 91| 2. 14| 2. 14| 2. 13| 2. 14| Calculations: * Two simple supports end To calculate the moment of inertia : I = bh312 I = Moment of Inertia ( m4 ) b = Width of beam ( m ) h = Thickness of beam ( m ) To determine the beam Young modulus : E = F? (L348I) E = Young modulus ( Pa ) F = Force/load applied ( N ) ? = Deflection ( m ) L = Beam length ( m ) I = Moment of Inertia ( m4 ) F? = Slope of graph line deflection versus force ( N m-1 )Beam material – Steel I = bh312 = 18. 99 ? 10-33. 13 ? 10-33 12 = 4. 853? 10 -11m4 E = F? (L348I) = 4. 9-0. 980. 00223-0. 00043(600? 10-3)3484. 853? 10-11 = 3. 920. 00180. 2162. 329 ? 10-9 = 201. 94 GPa Beam material – Aluminium I = bh312 = 19. 19 ? 10-33. 22 ? 10-3312 = 5. 339? 10 -11m4 E = F? (L348I) = 4. 9-0. 980. 00614-0. 00116(600? 10-3)3485. 339? 10-11 = 3. 920. 004980. 2162. 563 ? 10-9 = 66. 35 GPa Beam material – Brass I = bh312 = 19. 11 ? 10-33. 33 ? 10-3312 = 5. 880? 10 -11m4 E = F? (L348I) = 1. 962-0. 9810. 00177-0. 00096(600? 10-3)3485. 880? 10-11 = 0. 9810. 000810. 2162. 822 ? 0-9 = 92. 69GPa * One fixed end and one simple support end I = bh312 I = Moment of Inertia ( m4 ) b = Width of beam ( m ) h = Thickness of beam ( m ) E = F? (3. 5L3384I) E = Young modulus ( Pa ) F = Force/load applied ( N ) ? = Deflection ( m ) L = Beam length ( m ) I = Moment of Inertia ( m4 ) F ? = Slope of graph line deflection versus force ( N m-1 ) Beam material – Steel I = bh312 = 18. 99? 10-33. 13? 10-3312 = 4. 853? 10 -11m4 E = F? (3. 5L3384I) = 4. 91-0. 9810. 00113-0. 000253. 5(600? 10-3)33844. 853? 10-11 = 3. 9290. 000880. 7561. 86 ? 10-8 = 181. 47 GPa Beam material – AluminiumI = bh312 = 19. 19? 10-33. 22? 10-3312 = 5. 339? 10 -11m4 E = F? (3. 5L3384I) = 4. 91-0. 9810. 00299-0. 000653. 5(600? 10-3)33845. 339? 10-11 = 3. 9290. 002340. 7562. 05 ? 10-8 = 61. 92 GPa Beam material – Brass I = bh312 = 19. 11? 10-33. 33? 10-3312 = 5. 880? 10 -11m4 E = F? (3. 5L3384I) = 4. 905-0. 9810. 00214-0. 000463. 5(600? 10-3)33845. 880? 10-11 = 3. 9240. 001680. 7562. 26 ? 10-8 = 78. 13GPa Theoretical value for young modulus of Steel = 200GPa Theoretical value for young modulus of Aluminium = 69GPa Theoretical value for young modulus of Brasses = 100-125GPa Discussion :Based on the results, the experimental young modulus for Steel is 201. 94 GPa by using two simple supports end. Besides that, the experimental young modulus for Aluminium is 66. 35 GPa and for Brass is 92. 69 GPa. On the other hand, when the test is carried out by using one fixed end and one simple support end, the experimental young modulus for Steel is 181. 47 GPa, Aluminium is 66. 35 GPa and Brass is 92. 69 GPa. Based on the results from the both method, the coefficient of elasticity for Aluminium is the highest among Steel and Brass as it has the lowest value of young modulus.By comparing with the theoretical young modulus for Steel, Aluminium and Brass, the experimental young modulus for specimen by using two simple supports end is more accurate than using one fixed end and one simple support end. This is because when the beam is tighten only at one side, it will causes the beam to deflect unequally at both side. Thus, the dial gauge readings recorded will be inaccurate. There are some factors that may affect the experimental results to be inaccurate when this experiment is carried out.One of the factors that lead to inaccurate results is because of the atmosphere around the laboratory. The strong air from the air-conditioner will cause the load to be unstable and shaking when the reading is taken. Thus, the readings in the dial gauge will be changing as the load is moving. Besides that, misalignment error will also affect the experi mental results to be inaccurate. The dial gauge is not placed to the center of the test specimen. This is important because the deflection of a beam placed on two bearers will be affected by a concentrated load at the centre.Moreover, parallax error may be occur when adjusting the height of the gauge so that the needle touched the test specimen. This error occurs because different people have different viewing of the measurement at an angle. Furthermore, the dial gauge must be set to 0. 00mm every time the load hanger is mount on the center of the test specimen. This steps need to be done before the readings is taken so that the results will not be interfere by the previous experimental results. The readings by the dial gauge must be taken when it is already fixed and stabilize.Therefore, softly tap on the dial gauge until the reading did not change to ensure that the load had already stabilize before the dial gauge reading is recorded. Conclusion : When the width and the height of the beam increases, the moment of inertia calculated will increase. Besides that, when the load and span increases, the deflection of a beam will also increases. This shows that the load and span is directly perpendicular to the deflection of a beam. Based on the results from both method, the coefficient of elasticity is increasing from steel, brass and aluminium.

Interoffice Work Without Compensation Process - 703 Words

†¢ There are many situations where correspondences and information needs to be relayed to all levels of the Research Department. I organize and format the information and express the information within an email. †¢ Serves in an advisory capacity to the Research and Development Leadership, investigators, Committee Chair members on issues relative to research activities, trainings, and credentialing of research staff depending upon their position within the department. I determine this by reviewing their scopes of practice, communicating with their supervisors and reviewing their position descriptions. †¢ Coordinates and implements tools and processes to help organize and manage information within the department to enhance customer†¦show more content†¦I actively maintain this list and ensure employees are going to their appointments. Additionally, I work with employees in getting fingerprinted and scheduling their PIV appointments. I am also the backup PIV Sponsor and Manager for other areas within Research including GRECC, HERL, and CHERP. †¢ I serve as an advanced TMS Administrator for the Research Department for over 650 employees. †¢ Acts as a liaison and handles the communication with persons and groups within and outside the organization. †¢ I educate the investigative community in applying Research policies concerning the training and credentialing of the Research employees. In doing so, I ensured that all personnel in the Research department totaling over 750 employees were meeting all training requirements and were in compliance with regulations. I tracked employee trainings and compliance in the Research Training Database and also personally created Excel spreadsheets to assist the process. By maintaining these customized and networked computerized databases it allows me to efficiently track employees for compliance and for tracking of projects. On a weekly basis, I send email reminders to employees and supervisors regarding trainings that are due or that are past expired. In addition, I take the initiative by sending emails to Research employees identifying exactly what trainings are due and providing guidance. With working frequently with the Research staff and outsideShow MoreRelatedPenn Foster Exam 050023 00 Essay1091 Words   |  5 PagesOutline I. Purpose for this investigation is to pin-point problems within the Roanoke branch of Phoenix Advertising which have led to the recent resignations of an art director and an account executive, increasing client complaints about quality of work, productivity and demoralization of employees within that branch. II. Site visit to Roanoke branch was performed in order to investigate issues. A. 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