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An examination paper for the module 'structural engineering construction 2' (civl7002) in the bachelor of engineering (honours) in structural engineering program at the cork institute of technology. The exam covers various topics including feasibility studies, foundation systems, deep piles, floor types, and retaining walls. Questions include calculating payback periods, describing construction methods, and discussing design factors. The exam duration is 2 hours and took place in summer 2012.
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Semester 2 Examinations 2011/
Module Code: CIVL
School: School of Building and Civil Engineering
Programme Title: Bachelor of Engineering (Honours) in Structural Engineering
Programme Code: CSTRU_8_Y
External Examiner(s): Dr. M. Richardson Mr. J. O’Mahony
Internal Examiner(s): Mr. D. Cadogan
Instructions: Answer four (4) out of five (5) questions
Duration: 2 hours
Sitting: Summer 2012
Requirements for this examination: Graph paper
Note to Candidates: Please check the Programme Title and the Module Title to ensure that you have received the correct examination paper. If in doubt, please contact an Invigilator.
(b) A storage facility company is considering installing a specialist temperature-controlled unit, where a sum of €1,235,758 is needed to cover the initial capital costs. Relevant information has been provided by the client regarding the expected cash flows for the initial six years of operation, as set out in the table below, which is viewed as the limit for a return on the investment for the company. Calculate: basic payback period discounted payback period for a discount rate of 8.3% Net Present Value (NPV) of the project over this period (indicating whether it is viable to proceed with the investment) for a discount rate of 8.3% Profitability Index (PI) of the project at that point Internal Rate of Return (IRR) for this cashflow and period of time (11 marks)
0 (€1,235,758) 1 €294, 2 €351, 3 €286, 4 €239, 5 €129, 6 €307,
(c) In regard to your site visit to the N25 South Ring Road upgrade construction project last March, describe in detail the concrete modulus column (CMC) form of soil stabilisation system and load transfer platform (LTP) method used on site to form a foundation for the road network to be constructed at that location. (8 marks)
(b) There are particular advantages and disadvantages in relation to the use of the more common materials found in the design and construction of a multi-storey building, including steel, cast in- situ concrete and precast concrete – describe these in detail. (8 marks)
(c) Describe the use and structure of a raft foundation under a domestic dwelling, using sketches to illustrate the construction process involved. (4 marks)
(d) Describe the main factors which must be taken into consideration in regard to the main phases of the demolition of a multi-storey structure, in order to be able to assess and formulate plans for at the design , planning and implementation stages. ( 6 marks)