ACC 291 Week 5 Discussion Questions and Responses Essay

ACC 291 Week 5 Discussion Questions and Responses www.paperscholar.com DIRECT LINK TO THIS STUDY GUIDE: http://www.paperscholar.com/acc-291-week-5-discussion-questions-and-responses/ Instantly Download! Get Better Grades in Less Time! 100% Satisfaction Guarantee DESCRIPTION FOR THIS STUDY GUIDE: Week 5: DQ 1: Why are companies required to prepare a statement of cash flows? What are the three sections of the statement of cash flows and what does each section tell you about the operations of a company? DQ 2: Class, the statement of cash flows is the only required financial statement that is not prepared from an adjusted trial balance. What are the sources of information for preparing a statement of cash flows? Explain how†¦show more content†¦ACC 291 Week 5 Discussion Questions and Responses www.paperscholar.com DIRECT LINK TO THIS STUDY GUIDE: http://www.paperscholar.com/acc-291-week-5-discussion-questions-and-responses/ Instantly Download! Get Better Grades in Less Time! 100% Satisfaction Guarantee DESCRIPTION FOR THIS STUDY GUIDE: Week 5: DQ 1: Why are companies required to prepare a statement of cash flows? What are the three sections of the statement of cash flows and what does each section tell you about the operations of a company? DQ 2: Class, the statement of cash flows is the only required financial statement that is not prepared from an adjusted trial balance. What are the sources of information for preparing a statement of cash flows? Explain how the accrual basis of accounting affects the statement of cash flows. DQ3: Horizontal and vertical analyses are analytical tools frequently used to analyze financial statements. What type of information or insights can be obtained by using these two techniques? Explain how the output of horizontal analysis and vertical analysis can be compared to industry averages and/or competitive companies. DQ4: Now that we are nearing the end of this class, tell me what did you find the most and least interesting in this class (this could be subject matter or particular assignments, how the class was facilitated or anything else related to theShow MoreRelatedSupporting the Development of English Literacy in English Language Learners22851 Words   |  92 PagesINTRODUCTION Immigration has brought about significant changes in the U.S. student population. In particular, the number and percentage of immigrants in schools have increased dramatically since 1970. From 1970 to 1995, the number of immigrant children, ages 5 to 20, living in the United States more than doubled, from 3.5 to 8.6 million. As the number grew, immigrant children represented a larger percentage of students in U.S. schools, increasing from 6% in 1970 to 16% in 1995 and 19% in 1997 (Ruiz de VelascoRead MoreExploring Corporate Strategy - Case164366 Words   |  658 Pagesidentiï ¬ ed in the case. There are also over 33 classic cases on the Companion Website. These are a selection of cases from recent editions of the book which remain relevant for teaching. The case studies are intended to serve as a basis for class discussion and not as an illustration of either good or bad management practice. They are not intended to be a comprehensive collection of teaching material. They have bee n chosen (or speciï ¬ cally written) to provide readers with a core of cases which, togetherRead MoreInternational Financial Accounting155754 Words   |  624 Pagestest your knowledge of what you ve studied in quick quizzes We examine your understanding in our exam question bank We reference all the important topics in our full index T E X T BPP s i-Learn and i-Pass products also support this paper. 2457 FOR EXAMS IN DECEMBER 2009 AND JUNE 2010 www.ebooks2000.blogspot.com First edition 2007 Third edition June 2009 ISBN 9780 7517 6364 5 (Previous ISBN 9870 7517 4723 2) British Library Cataloguing-in-Publication Data A catalogue record forRead MoreIncome Taxation Solutions Manual 1 300300 Words   |  1202 Pagescorporation with a value equal to $1,140,000 plus the value of the other assets substituted for the property transferred out. While certain steps could be taken to perhaps alleviate this problem, they are rather complex and beyond the scope of this question (see section 55). However, by tracing the process of moving out the land and building, the student will see the roadblocks that appear. A much simpler approach is to transfer the business assets (inventory, equipment and goodwill) to a separate entity

Performance of Cardboard Carton Forms Free Essays

PERFORMANCE OF CARDBOARD CARTON FORMS Abstract: Cardboard carton forms (void boxes) are commonly used to form the void space between the bottom of grade beams and slabs over expansive soils. However, other than laboratory compression tests and 100% humidity tests, there is little documentation for the actual performance of these boxes in place. This paper summarizes field tests done in an attempt to simulate actual conditions to answer the following questions: †¢ Do the boxes deteriorate at an acceptable rate? Does the wax coating or impregnation and a polyethylene vapor barrier affect deterioration? †¢ Will the boxes fail under heave conditions? Are trapezoidal boxes appropriate and do they perform in an acceptable manner? †¢ Which type of boxes are appropriate in each situation? †¢ What are some of the construction considerations necessary to insure proper function of the boxes? Two configurations of boxes were used: Vertical Cell and Diagonal Type II. We will write a custom essay sample on Performance of Cardboard Carton Forms or any similar topic only for you Order Now Initial Test 1 procedure: It was initially decided to pour a test slab over 4 sets of void boxes. Each box was 4 ft x 4ft x 8 in deep. Concrete was poured on top and all around each box to simulate actual conditions. Four 1 ft x 1 ft steel forms were placed on top of each box for the purpose of loading each box at different intervals to determine if they had deteriorated. All boxes for the first test were vertical cell. Each box was placed with different conditions: †¢ Void box with no poly anywhere †¢ Void box with poly wrapped all around †¢ Void box with poly on top only †¢ Void box with poly on bottom only Test set up with boxes and loading pads Placing concrete over boxes. The procedure was to pour the concrete and test the capacity of the boxes once a week to determine the rate of deterioration. Description of results: †¢ Week 1: Each box was loaded with 200 psf and no deflection was observed †¢ Week 2: Each box was loaded with 400 psf with no deflection †¢ Week 3: Each box was loaded with 400 psf with no deflection. The box with poly on bottom was flooded with water to accelerate deterioration †¢ Week 4: Each box was loaded with 400 psf. The box that had been flooded with water had 3/8† deflection. All the other boxes had no deflection †¢ Week 5: The test pad on the boxes with no poly and the one with poly on bottom were removed to view the boxes. It was discovered that the top of the cardboard had stuck to the concrete causing the cardboard to span across the opening thus giving erroneous information. Both of the boxes appeared to have significant strength but were destroyed in the removal process and could not be tested. †¢ Week 6: The two remaining boxes, the one with poly all around and the one with poly on top had the concrete removed to expose the boxes. The boxes were tested with over 400 psf and still had plenty of capacity with little deterioration. The box with poly wrapped all around had a little water in the box, maybe a cupful, but this did not deteriorate the box. The source of the water is unknown, possibly from when the adjacent box was flooded with water. III. Test 2 Procedure: 1. Two vertical cell boxes with no wax were buried in sand and uncovered after one week to view the rate of deterioration: The boxes and loaded with a 50 pound weight and they immediately. 2. A Vertical Cells beam box with wax and a Diagonal Type Beam Box with wax were buried in sand for one week. The buried boxes were tested by standing on them, there was nominal deflection which indicates the wax has a definite impact on the deterioration rate. 3. Two vertical boxes with wax were buried in sand for three weeks. One was completely covered in poly and the other had no poly. Both boxes showed no appreciable deterioration after three weeks. Since the boxes with no wax failed after one week under the same conditions, it is assumed that the wax and the poly significantly slow deterioration. IV. Test 3 Procedure: Two boxes, one diagonal type box and one vertical cells were wrapped in poly with a cup of water added to simulate a 100% humidity condition. The next day, the vertical box collapsed immediately. The Diagonal box did not collapse Two boxes with no wax were buried in sand Box after one week sitting 50 pound block in middle except on the sides. A box with a capacity of only 200 psf was tested and failed with normal construction loads and therefore, considered not acceptable. V. Summary of Observations From Tests 1-3: 1. Testing the boxes from the top gives unsatisfactory results. . The bottom of the boxes deteriorate first and destroys the glue between the verticals and the bottom on the Vertical boxes. 3. Covering the bottom of the boxes with poly (the top of the sub-grade) slows down or stops the deterioration of the boxes. 4. There is not enough moisture coming out of the slab to deteriorate the boxes. 5. The Diagonal boxes are very weak on the sides and very s trong in the middle. 6. The Diagonal boxes deteriorate slower because of the wax impregnation. 7. Boxes with no wax seem to deteriorate at an acceptable rate. 8. Covering the entire box with poly stopped any deterioration. VI. Initial Conclusions: 1. Boxes should be tested from the bottom, not the top. Since expansive soil heaves, the boxes should be tested from the bottom. The initial deterioration is on the bottom and therefore, the box is weaker when loaded from the bottom. 2. Boxes under the slab should be constructed with no wax if possible. 3. Diagonal Type boxes which are wax impregnated and have strong vertical and diagonal members deteriorate much slower and they possibly stay too strong under slabs. . New tests were devised using waterbeds to load the void boxes from the bottom. Refer to the description of waterbed tests. VII. Test 4: Water Bed Test It was determined by the initial testing procedure that the void boxes need to be tested in place from the bottom. A 25 ft x 37 ft test slab was built with one of the purposes to test the void boxes and another purpose was to test analytical methods of designing flat slabs for houses. Fi ve waterbeds were placed below the sub-grade under the void boxes. One was queen size and four were twin size. Three of the waterbeds had Vertical Boxes with no wax on top of them, one had fully waxed Vertical beam boxes and one had a Diagonal slab box. The purpose of using the waterbeds was an attempt to simulate actual heaving of soil and to test an in place situation on an actual project. The waterbed was buried in the subgrade while constructing the slab. After a period of time, the waterbeds were filled to see if the void boxes collapse or if pressure is exerted on the slab indicating full capacity boxes without deterioration. Steel rods were welded to plates which rested on top of the sub-grade above the waterbed. This rod was sleeved through the slab with pvc pipe. The purpose of these indicator rods was that when the waterbed filled up, if the top of the rod raised up also, the void boxes collapsed. VIII. Results The Water Bed Test: Three weeks after the slab was poured, the waterbeds were filled. All five waterbed indicators rose quickly and to a maximum height of 7 inches. The void boxes were 8 inches deep at these points, therefore, the boxes were fully collapsed. No deflection or distress was observed in the slab therefore, the test was successful. Three of the test were done with a subgrade that had ? nch rain on it the night before placing the concrete. The waxed boxes were placed in a very dry, sandy subgrade in over 100 degree weather, trying to simulate the driest of conditions. Observation holes which were 4 inch in diameter were located to monitor the deterioration of the void boxes. It was observed that for approximately two weeks after the slab was poured, the humidity was very high in the void space with a great deal of heat generated. Slab indicators showing the â€Å"heaving† of the soil and therefore the failure of the boxes IX. Conclusions From Water Bed Tests: 1. After three weeks all boxes had lost enough strength to protect the slab from pressure. 2. After three weeks, even boxes which are waxed will fail adequately. All boxes tested were of the vertical cell type. 3. This test was very successful and the use of waterbeds is an excellent method to test void boxes. X. Test 5: Effect of Integral Retainers and Earth Forming: As published in the Fall, 1997 Proceedings of the Texas Section of The American Society of Civil Engineers, Mr. Robert Davis, P. E. tested trapezoidal void boxes to determine if they fail under construction loads. His conclusion was that trapezoidal boxes of the diagonal type fail when used under a grade beam. We have also seen this in the field and agree with the findings. However, some engineers still use the integral concrete retainers. This test was to determine if earth formed grade beams with trapezoidal boxes and the integral concrete retainers are appropriate. A testing apparatus was constructed to test different box and retainer configurations. The test was constructed to push up from the bottom with highly expansive fat clays below the simulated grade beam. Hydraulic jacks were used under the expansive soil to simulate the heaving of expansive soil. A weight equivalent to 200 psf was applied to the grade beam. The friction of the soil plus the bearing on the end of the concrete retainer caused the box to freely move upward. XI. Project Experience-Performance of Boxes under Grade Beams About the time of our tests, a construction project was completed using diagonal type beam boxes under formed concrete beams. Approximately 1000 feet of grade beams were set up in dry weather and normal conditions. The concrete was placed at inch slump and vibrated. After the forms were removed, it was discovered that approximately 20 percent of the void boxes failed. The contractor was instructed to chip off all excess concrete that invaded the void space which took approximately three days to accomplish. The next 1000 feet of grade beams were set up using vertical cell boxes under the same conditions with the same contractor. No boxes failed on this seco nd pour. View of failed boxes XII. Suggested Procedure for Filling Gaps The weakest point of failure for void boxes is on the ends and especially at the intersection with piers. After experimenting with several methods, I have found that common expandable foam as found in hardware stores works excellent in filling gaps and providing a tight form during construction. I recommend all gaps and holes between boxes and at the intersection with piers be filled with this foam. The cost is nominal for a typical project. Expandable Foam used to fill gaps XIII. Final Conclusions and Recommendations 1. All boxes must have moisture in order to deteriorate properly. Therefore, the boxes should not be completely wrapped in poly which is a common practice of contractors. . The moisture from the subgrade plus the hydration of the concrete appear to provide adequate deterioration of the boxes. The void boxes appear to fail from the bottom to the top. 3. A moisture barrier (polyethylene) should not be used below the boxes because it does not allow deterioration from the subgrade below. 4. A moisture barrier (poly) on top of the boxes may affect the hydration of the concrete a nd therefore the humidity in the void space. This barrier also increases the probability of excessive shrinkage cracks and therefore should not be used for that reason. The question of if this barrier is necessary to prevent moisture migration through the slab and thus affect any floor covering is not a subject of this paper. However, this author has not encountered this problem and therefore, does not recommend placing a vapor barrier on top of the boxes. 5. A layer of ? inch thick masonite should be used on top of all boxes under a slab area. This distributes the concentrated loads due to the rebar bolsters and construction loads. It is our experience that the cardboard cover sheets supplied by the box manufacturers are not adequate for the construction loads. Masonite of less thickness will curl and is not recommended. Plywood or OSB board is not recommended because of termites. 6. Trapezoidal boxes should not be used because the concrete retainers transfer forces from the expanding soil to the concrete beam above. There is also evidence that these boxes fail during construction if they are of the diagonal cell configuration. 7. Expandable foam should be used to fill all gaps between boxes and at pier locations. REFERENCE: www. foundationperformance. org AUTHOR NAME _ DAVID K. ISBELL, P. E. How to cite Performance of Cardboard Carton Forms, Essay examples

Marlon Brando free essay sample

Introduction to Acting Technique 17, February 2012 Biography: Marlin Brando WC: 288 Words â€Å"I don’t stretch my hand out anymore, but I never get tired of waiting for the next magic†(Brando, 1994,p. 468). These words, coming from a man who produced his own magic through his acting while the world watched and waited. As one of the world’s most prolific examples of a â€Å"method actor†, Brando dazzled audiences beginning on the stage and later on the screen. Though his off stage life story trumped any of those he played, we have yet to see another actor who can display the emotion and passion of their characters as Brando did. His performances in The Godfather, On The Waterfront, The Wild One, and earlier and more notably in Tennessee Williams’ A Streetcar Named Desire, displayed to us his excellence and ability (Manso, 1944). From Inception to death Marlin Brando had his ups and downs but nothing was more up then his role as Stanley Kowalski in Streetcar named desire. We will write a custom essay sample on Marlon Brando or any similar topic specifically for you Do Not WasteYour Time HIRE WRITER Only 13.90 / page Before auditioning for the part Brando saw success in small productions throughout New York, namely I Remember Mamma (Kanfer, 2008,p. 68). The story is told that in 1947 young Brando set off to Provincetown to meet with Williams for a reading for the part in Streetcar Named Desire, with nothing but a twenty that was lent to him. Before he even left the city he spent the money and was forced to hitchhike, but it is undoubted that Brando left his mark on Williams as he was cast in the play and Williams later said that, â€Å"The reading overwhelmed him†(Kanfer, 2008,p. 9). For his performance, Brando was nominated for an academy award for best actor, and for the next three years for his roles thereafter (Brando, 1994,p. 136). It’s hard to deny that his role in Streetcar named Desire didn’t began his rise to fame and make way to a long illustrious career. Works Cited Brando, Marlon, and Robert Lindsey. Brando: Songs My Mother Taught Me. New York: Random House, 1994. Print. Kanfer, Stefan. Somebody: The Reckless Life and Remarkable Career of Marlon Brando.