Please use this identifier to cite or link to this item: http://repository.uma.ac.id/handle/123456789/18500
Title: Analisis Perhitungan Struktur Gedung Asrama Madrasah Aliyah Negeri I Tanjung Pura, Kab. Langkat Menggunakan Software Sap 2000
Other Titles: Analysis of the Calculation of the Structure of the State Madrasah Aliyah Dormitory Building I Tanjung Pura, Kab. Langkat Using SAP 2000 Software
Authors: Rokiyah
Keywords: analisis struktur
asrama
sap 2000
kolom
balok
plat
pondasi
penulangan
beam
slab
foundation
reinforcement
Issue Date: 27-Sep-2022
Publisher: Universitas Medan Area
Series/Report no.: NPM;208110057
Abstract: Maksud dari penelitian ini adalah menganalisis perencanaan struktur gedung Asrama Madrasah Aliyah Negeri I Tanjung Pura, Kab.Langkat menggunakan software SAP 2000, tujuan digunakan program tersebut untuk memperoleh perhitungan yang cepat dan tepat. Tujuan dari penelitian ini adalah untuk mendapatkan perhitungan tulangan pada kolom, balok, pelat, pondasi dan membandingkan dengan konsultan perencana. Hasil perhitungan diperoleh kolom K1 40x40cm menggunakan tulangan 8D22mm dengan begel ø10-200mm. Kolom K2 30x30cm menggunakan tulangan 8D16mm dengan begel ø10-150mm. Balok B1 25x50cm menggunakan tulangan tumpuan (T) 8D16mm, tulangan lapangan (L) 9D16mm dan begel ø10-170mm. Balok B2 25x60cm T8D16mm, L7D16mm dan begel ø10-130mm. Balok B3 20x40cm T6D16mm, L7D16mm dan begel ø10- 170 mm. Balok BA 20x30cm T5D16mm, L5D16mm dan begel ø10-120mm. Pelat atap tebal 10cm menggunakan tulangan ø10-200mm. Pelat lantai tebal 12cm menggunakan tulangan ø10-150mm. Pondasi pilecap S-4, S-5 dan S-6 menggunakan tulangan D16-200mm untuk arah X dan Y. Setelah dianalisa hasil dari SAP 2000 diatas dan dibandingkan dengan konsultan perencana, tulangan hasil analisis perhitungan menggunakan SAP 2000 didapat lebih besar dari tulangan konsultan perencana dengan nilai perbandingan maksimum 50%, adanya perbedaan tersebut terjadi karena asumsi-asumsi yang memperhatikan keekonomisan dan kemudahan dalam pelaksanaan dilapangan. The purpose of thesis is an analysis the structural planning of the Madrasah Aliyah Negeri I Dormitory of Tanjung Pura, Langkat districts using the SAP 2000 computers program, the purpose of using the program is to obtain fast and precise calculations. The purpose of thesis is to get the calculation of reinforcement in column, beam, slab, foundations and compare with the planning consultant. The calculation results obtained column K1 40x40cm using 8D22mm reinforcement with begel ø10-200mm. K2 column 30x30cm using 8D16mm reinforcement with ø10-150mm begel. Beam B1 25x50cm the reinforcement support is 8D16mm, while the reinforcement for the field is 9D16mm with begel ø10-170mm. Beam B2 25x60cm the reinforcement support is 8D16mm, while the reinforcement for the field is 7D16mm with begel ø10-130mm. Beam B3 20x40cm the reinforcement support is 6D16mm, while the reinforcement for the field is 7D16mm with begel ø10-170mm. Beam BA 20x30cm the reinforcement support is 5D16mm, while the reinforcement for the field is 5D16mm with begel ø10- 120mm. 10cm thick roof slab using ø10-200mm reinforcement. 12cm thick floor slab using ø10-150mm reinforcement. S-4, S-5 and S-6 pilecap foundation uses D16-200mm reinforcement for the X and Y directions. After analyzing the results of the above from the above SAP 2000 and comparison with the planner consultant, the reinforcement results from the calculation analysis using SAP 2000 were obtained greater than the planning consultant reinforcement with a maximum comparison value of 50%, the difference was due to assumptions that took into account economic and ease of implementation in the site.
Description: 144 Halaman
URI: http://repository.uma.ac.id/handle/123456789/18500
Appears in Collections:SP - Civil Engineering

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