Meivilia, Erien and Herwati, Nita (2014) PERENCANAAN GEDUNG KULIAH FAKULTAS EKONOMI UNIVERSITAS SRIWIJAYA KAMPUS PALEMBANG. Other thesis, Politeknik Negeri Sriwijaya.
Full text not available from this repository.Abstract
Development of education is rapidly increasing, making a significant growth of the amount of students each year. Sriwijaya University as one of the many University of favorities to continue their education, every year the number of students also increased. This makes the number of classes by students are not sufficient, so it is planned to add a new college building that can accommodate the increase in the number of students. In the whole building is part of the building using reinforced concrete structures and the use of foundation footprints as the structure of the bottom of the building. The structure is based on SNI-03-1729-2002 as a theoretical basis, we also use several other books such as Reinforced Concrete Structures Istimawan essay, written by Gideon Table Reinforced Concrete, and bouquet Zainal Foundation. From the results of the planning for Building Lecture 3 floors which we plan to use the dimensions of the column 40x40 cm² with daimeter reinforcement 22 mm, dimension beams 20x40 cm², 25x45 cm², 30x60 cm² with diamater reinforcement 16 mm, thickness of plates 10 cm in diamater reinforcement of 10 mm, and the depth of foundation 2,15 meters. Based on the calculations can be concluded that this structur is stable and safe. And for the implementation of this development spend Rp. 5.943.673.094,58 Keywords : Structure, Dimensio, Concrete, Reinforcement, Management.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Structure, Dimensio, Concrete, Reinforcement, Management |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 30 Nov 2015 01:41 |
| Last Modified: | 30 Nov 2015 01:41 |
| URI: | http://eprints.polsri.ac.id/id/eprint/1380 |
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