Residential building (Rawabi H03-T1J_12)

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dc.contributor.advisorMohammad Samaneh
dc.contributor.authorYazan Hejawi
dc.contributor.authorNour Sadi
dc.date.accessioned2017-11-21T12:28:29Z
dc.date.available2017-11-21T12:28:29Z
dc.date.issued2016
dc.description.abstractReinforced concrete structures are one of the most popular structure systems used in our country, this project addresses the analysis and design of a reinforced concrete structural system that is located in Rawabi City-Ramallah, which consists of eight floors having total area about 2850 m2, each floor has two flats with an area of 356.26 m2.  The main Idea of this project is the importance of beams that connect the building with retaining wall, and it's role in transferring loads. The project will be analyzed and designed for both static and dynamic loads, The design will be achieved using two methods, manual and using computer program design modeling for the 3-D structure. This project is following ACI 318-11. The framing arrangement and column locations in the building were provided based on architectural and structural requirements. The structure system of the building is a reinforced concrete frame with slabs and beam system. This project covers the design process in the following order: the calculation of the expected loads on the structure, the design of the slab depth, the design of the slab reinforcement, the design of the beam reinforcement for both flexural and shear, the estimation of the column sizes and finally the design of the column reinforcement.               en
dc.description.abstract    8    28502 22.4    (gravity load) 1    UBC97 2  ar
dc.identifier.urihttps://hdl.handle.net/20.500.11888/11404
dc.titleResidential building (Rawabi H03-T1J_12)en
dc.titleResidential building (Rawabi H03-T1J_12)ar
dc.typeGraduation Project
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