Analisis Pemakaian Besi Tulangan pada Balok Menggunakan Standar SNI pada Proyek Pembangunan Ruko Orchid Park Business Centre

Williansyah, Kevin (2020) Analisis Pemakaian Besi Tulangan pada Balok Menggunakan Standar SNI pada Proyek Pembangunan Ruko Orchid Park Business Centre. Project Report. Universitas Internasional Batam. (Submitted)

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Abstract

Kerja praktek ini bertujuan menguji pengetahuan mahasiswa mengenai pelaksanaan konstruksi bangunan dan menganalisis struktur balok pada proyek pembangunan ruko Orchid Park Business Centre. Pelaksanaan kerja praktek berlangsung selama tiga bulan periode 6 Maret 2019 sampai dengan 6 Mei 2019 dengan metode observasi, wawancara dan peengumpulan data. Melalui kerja praktek ini memberi penulis mendapatkan pengalaman mengenai metode pelaksanaan pembangunan struktur secara bertahap - tahap dan pelaksanaan pengontrolan kualitas struktur secara praktek. Hasil analisis dan perancangan struktur yang telah dilaksanakan membuktikan bahwa, dihasilkan desain yang berdasarkan ketentuan SNI 2847-2013. Pada tulangan utama didapatkan 5D16 pada tulangan atas, 3D16 pada tulangan bawah, 2D10 pada tulangan pinggang dengan tulangan sengkang ????8-100 mm dan nilai kelendutan 0.002444 m yang berada di bawah L/360. Sehingga balok yang bekerja pada Ruko Orchid Park Business Centre telah memenuhi ketentuan SNI 2847-2013 dan dinyatakan aman secara struktural. ********************************************************************** This internship aims to test student’s knowledge regarding the implementation of building construction and analyzing the beam structure in orchid park business centre development. The internship lasts for three months starting from March 6, 2019 to May 6, 2019, using observation methods, interview and data collection. This internship allows the author gains real works experience on building structure construction method gradually and structure quality control in practicaly based on SNI 2847-2013. The information required from the results of analysis and structural design done by the author during the internship prove that the beam structure output is based of SNI 2847-2013. The specification on main reinforcement beam using 5D16 for upper part, 3D16 for lower part, 2D16 for middle part with ????8-100 mm for rebar and the deflection point is 0.002444 m which has met the requirement below L/360. So the beam structure that works on the Orchid Park Business Centre Shop House has met the requirements of SNI 2847-2013 and it stated safe.

Item Type: Monograph (Project Report)
Additional Information: Similarity: 22
Uncontrolled Keywords: analysis, beam, SNI 2847-2013
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
T Technology > TH Building construction
Divisions: School of Civil Engineering and Planning > Civil Engineering
SWORD Depositor: Admin Repository Universitas Internasional Batam
Depositing User: Admin Repository Universitas Internasional Batam
Date Deposited: 30 Apr 2020 02:19
Last Modified: 30 Apr 2020 02:21
URI: http://repository.uib.ac.id/id/eprint/2585

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