Optimal Capital Structure Write a 750 – 1000 word paper. In your paper include the following: •Explain the capital structure of the organization you have been studying this term. Do they rely more heavily on debt or equity? What are their structure weights (%’s)? How does this structure contribute to the overall risk of your firm? Do you feel they have chosen an ideal capital structure? What would you do to improve their structure if you could be CEO for a day? Includee a title page and 3-5 references. Only one reference may be from the internet (not Wikipedia). The other references must be from the Grantham University online library. Please adhere to the Publication Manual of the American Psychological Association (APA), (6th ed. 2nd printing) when writing and submitting assignments and papers. Grading Criteria Assignments Maximum Points Meets or exceeds established assignment criteria 40 Demonstrates an understanding of lesson concepts 20 Clearly presents well-reasoned ideas and concepts 30 Uses proper mechanics, punctuation, sentence structure, and spelling 10 Total
The Superior Product Team was set up as a consortium of contractors, designers and the client to provide completed corridor units that fit inside a structural steel frame. Each prefabricated unit weighed 6.8 tonnes and was 4m long, 7m wide and 2.5m high. The units could be double-stacked or divided into two narrower corridors 3.5m wide (Figure 9.6). Each unit was externally cladded and glazed to provide a finished waterproof product bolted within the onsite in-situ steel frame. The units were complete with modular plug and fix heating, electrical and IT services. The steel frame was standalone and configured to the route of the corridor, which generally linked two buildings. In order to install the units within the frame, rails were fixed to the frame at the height of the floor and units were lifted into the frame by leaving out a section of the top frame structure (Figure 9.7). Units were lowered onto the rails and pushed along them until they met up with the last corridor unit; they were then sealed, bolted together and connected to services. This action was repeated for each corridor unit in both directions up to the access holes in the steel frame. Tolerance was critical, allowing the steel to be slightly out of true longitudinally; however, high tolerances were required on the rail level and the plumb of the structural columns to which the units were bolted top and bottom. Once a corridor was completed between the two buildings, the services could be hooked up, tested and commissioned.
October 25, 2021
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