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jeasiq-2142
Detailed feasibility study of the pre-cast reinforced concrete project and its importance in the construction of Iraq
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Purpose:  Providing practical knowledge of the requirements of a detailed feasibility study for selecting the investment project.

Findings:  Directing the private sector towards investing in productive projects - the pre-cast reinforced concrete project - as it achieves a financial return as well as providing Providing foreign currencies by reducing imports and exploiting available natural resources

Practical implications: The importance of a detailed feasibility study to determining whether the project can be implemented or not.

The precast concrete method is one of the best modern construction methods (high quality, low cost and fast to implement).

Social implications: Rapid treatment of destroyed infrastructure, consequently restoring stability to liberated areas, and community reconstruction.

     Providing additional job opportunities that are sustainable, which contributes to reducing unemployment. And Reducing environmental pollutants.

Originality/value: The research has the value of originality, as it deals with the details of an industrial project in several aspects (technical, legal, environmental and economic impacts).

 

 

 

 

 

 

Abstract

       The feasibility study for the investor of the project is considered as the guide that illuminates a path towards safe investment, as it cares about the investment opportunity and reaching the final decision to accept the opportunity and convert it from just an idea to a project or reject it.

       As a result of the increasing need in Iraq to complete the construction work of the service sector (health, education and housing) in addition to reconstructing the provinces that were exposed to military operations, it was necessary to find alternatives that are characterized by low costs and fast delivery, also to finding solutions to the problem of government's inability to finance investment projects. Therefore, it was suggested that the private sector invests in a Pre-cast project to solve this problem.

       The project site chosen in Anbar Governorate / Fallujah district because the site has several advantages, the most important one is the availability of raw materials, Also the roads connecting the province to the nearby governorates. The total area of ​​the project is (23,200)m2 and consists of a line for production roofs with a capacity of 650 m 3/ day and a line for production walls with a capacity of 1000 m 3/ day. The expected duration of completing the project is one year and the productive life of the project is ten years. On the basis of the expected demand, the expenses and revenues were estimated and analyzed to reach an evaluation of the project's economic feasibility, where the expected internal rate of return for the project (IRR) (38%) and the recovery period is two years and 4 months.

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Publication Date
Tue Aug 03 2021
Journal Name
Journal Of Accounting And Financial Studies ( Jafs )
The role of the forensic accounting philosophy in the transparency and quality of financial statements: : An applied study on a sample of workers at the Trade bank of Iraq and the Gulf Commercial Bank in Babylon
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Deep beams are used in wide construction fields such as water tanks, foundations, and girders in multi-story buildings to provide certain areas free of columns. In practice it is quite often occurring to create web opening in deep beams to supply convenient passage of ventilation ducts, cable channels, gas and water pipes. Experimental studies of ten 10 deep beams were carried out, where two of them are control specimens without openings and eight with large web openings in the shear spans. The variables that have been adopted are the ratio of the shear span to the overall depth of the member cross-section, location and dimensions of the opening. Test results showed that there was a decrease in the load carrying capacity of deep bea

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Thu Nov 29 2018
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Strength and Serviceability of Reinforced Concrete Deep Beams with Large Web Openings Created in Shear Spans
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Deep beams are used in wide construction fields such as water tanks, foundations, and girders in multi-story buildings to provide certain areas free of columns. In practice it is quite often occurring to create web opening in deep beams to supply convenient passage of ventilation ducts, cable channels, gas and water pipes. Experimental studies of ten 10 deep beams were carried out, where two of them are control specimens without openings and eight with large web openings in the shear spans. The variables that have been adopted are the ratio of the shear span to the overall depth of the member cross-section, location and dimensions of the opening. Test results showed that there was a decrease in the load carrying capacity of deep bea

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Journal Name
College Of Islamic Sciences
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Fri Mar 01 2024
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Simulation and design model for reinforced concrete slabs with lacing systems
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Lacing reinforcement plays a critical role in the design and performance of reinforced concrete (RC) slabs by distributing the applied loads more evenly across the slab, ensuring that no specific area of the slab is overloaded. In this study, nine slabs, divided into three groups according to the investigated parameters, were meticulously designed and evaluated to study the interplay between the lacing reinforcement and other key parameters. Each slab was crafted for simple support and was subjected to both static and repeated two-point load tests. The lacing reinforcement had an angle of 45° with various tension and lacing steel. The repeated-tested specimens with lacing reinforcement experienced smaller ductility than those of s

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Simulation and design model for reinforced concrete slabs with lacing systems
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Lacing reinforcement plays a critical role in the design and performance of reinforced concrete (RC) slabs by distributing the applied loads more evenly across the slab, ensuring that no specific area of the slab is overloaded. In this study, nine slabs, divided into three groups according to the investigated parameters, were meticulously designed and evaluated to study the interplay between the lacing reinforcement and other key parameters. Each slab was crafted for simple support and was subjected to both static and repeated two-point load tests. The lacing reinforcement had an angle of 45° with various tension and lacing steel. The repeated-tested specimens with lacing reinforcement experienced smaller ductility than those of s

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Fri May 01 2020
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