NURHIDAYAH, EKA and ARYANA, RIKA (2017) PERENCANAAN GEDUNG DIKLAT FASILKOM UNIVERSITAS SRIWIJAYA PALEMBANG. Other thesis, POLITEKNIK NEGERI SRIWIJAYA.
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Text (Cover)
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BAB I PENDAHULUAN.pdf Download (328kB) | Preview |
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BAB II LANDASAN TEORI.pdf Download (625kB) | Preview |
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Text (BAB III Perhitungan Pelat)
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Other (Momen Rencana)
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3.2 Perhitungan Tangga.pdf Restricted to Repository staff only Download (904kB) |
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3.3 Perhitungan Balok Anak.pdf Restricted to Repository staff only Download (540kB) |
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3.4 Perhitungan Portal.pdf Restricted to Repository staff only Download (1MB) |
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3.5 Perhitungan Balok Induk.pdf Restricted to Repository staff only Download (731kB) |
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3.6 Perhitungan Kolom.pdf Restricted to Repository staff only Download (583kB) |
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3.7 Perhitungan Sloof.pdf Restricted to Repository staff only Download (450kB) |
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3.8 Perhitungan Pondasi.pdf Restricted to Repository staff only Download (280kB) |
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Text (BAB IV Manajemen Proyek)
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Other (BAB IV RAB dan Kurva S)
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DAFTAR PUSTAKA.pdf Download (51kB) | Preview |
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LAMPIRAN (DATA SONDIR).pdf Download (2MB) | Preview |
Abstract
The aim of the final report entitled“the planning of education and training of Computter Faculty of SriwijayaUniversity Palembang” is to make the detail designed. The structure of the Building will to built at sriwijaya university, Bukit Besar Palembang.Overall, the planning of the building construction use Reinforced Concrete Structure. The basic planning of the building follows the SNI which are SNI 1726:2012 “Concepts Of Earthquake Resistant Design of The Building and Non Building”, SNI 2847:2013 “The Requirement of Concrete Structure for The Building”, and SNI 1727:2013 “The Building Design and The Other Structures”. The quality of the Concrete that is usedin this planning is 30 Mpa and steel quality Fy 240 Mpa. The first step of the calculation begins with the calculation of the loading which works in the building constructions, next step is planning the thickness and reinforcement roof plates and floor plates , after that plan the dimensions and reinforcement for Joist and Beamand followed by planning column,sloof,foundation and poer plat. In looking for the styles that work on the dependent joist, beam, portal, column, and sloof that use SAP 2000’s program. Based on calculations the writer conclude that the planning of the construction is stable and safe.
| Item Type: | Thesis (Other) |
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| Uncontrolled Keywords: | Program SAP 2000, SNI 1726:2012 |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Civil Engineering > Undergraduate Theses |
| Depositing User: | Mrs Trisni Handayani |
| Date Deposited: | 17 Nov 2017 08:33 |
| Last Modified: | 17 Nov 2017 08:33 |
| URI: | http://eprints.polsri.ac.id/id/eprint/4209 |
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