EVITA SARI, NIM. 112017158 (2022) PERENCANAAN STRUKTUR KOLOM DAN BALOK PADA GEDUNG PELAYANAN UMUM. Skripsi thesis, Universitas Muhammadiyah Palembang.
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Abstract
Planning a building structure must be planned according to standards, strong, and safe. A building structure that is sturdy and strong but also efficient requires a good structural planning by using planning regulations correctly and correctly. The loads reviewed for planning refer to the Indonesian Loading Regulations for buildings 1983. The structural planning of this 2-storey college building includes the design of the upper structure. In planning the beam, the moment values, the latitude and the torsional forces for each floor are varied. Planningupper structure using SAP2000 version 14. The upper structure includes the planning of beams, columns, and floors of the building. Loads that are reviewed for the design of structural elements are dead load, live load. The results of planning a 2-storey service building from several planned variations obtained a total net concrete area, namely variation 1 of 3354.59cm2, variation 2 of 2584,3cm2, variation 3 of 2285.09cm2, variation 4 of 1489.01cm2 and variation 5 experiencing structural failure. . From these results, it can be concluded that the safe and economical variation of beams and columns is variation 3 where the dimensions of the beams (30X20) and Columns are (30x30).
Item Type: | Thesis (Skripsi) |
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Additional Information: | 1. Muhammad Arfan, S.T.,M.T 2. Ir. Revisdah,M.T |
Uncontrolled Keywords: | Building structure, planning, 2 floors. |
Subjects: | Teknik Sipil > Teknik Struktural |
Divisions: | Fakultas Teknik > Teknik Sipil (S1) |
Depositing User: | Mahasiswa Fakultas Teknik |
Date Deposited: | 31 May 2022 06:18 |
Last Modified: | 31 May 2022 06:18 |
URI: | http://repository.um-palembang.ac.id/id/eprint/21167 |
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