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- #BELAJAR SAP 2000 PDF PDF#
- #BELAJAR SAP 2000 PDF SOFTWARE#
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- #BELAJAR SAP 2000 PDF WINDOWS#
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#BELAJAR SAP 2000 PDF WINDOWS#
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#BELAJAR SAP 2000 PDF PDF#
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Key Words : Super Structure, Helipad, Charitas, SMRFS, SNI 1726-2012, Joint Displacement Deviation.The Jargon File contains a bunch of definitions of the term 5 1 Introduction to SQL SQL (Structured Query Language) is a database computer language designed for managing data in relational database management systems (RDBMS). From the result of analysis of this thesis, it is resulting dimensions and number and size of the reinforcement steels of super structure which contain of column, balk, slab, and also helipad structure and maximum joint displacement deviation impacted by all loads running on the building of R K Charitas Hospital Palembang. The analysis contains of the reinforcement steels of column, balk, slab, and also helipad which is on this top building and the control in joint displacement deviation of this building which dues to service limit and ultimate limit.
#BELAJAR SAP 2000 PDF SOFTWARE#
With helicopter load on this top building, the analysis is based on spectrum response dynamic with software called as SAP2000 V14. And another standard which is applied in is Pedoman Perencanaan Pembebanan Untuk Rumah dan Gedung (PPPURG) 1987.
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The calculation refers to valid standards, namely : SK SNI 03-2847-2002 tentang Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung dan SNI 1726-2012 tentang Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung. The building which has function as hospital clinic consisting of 8 stories with 39 meters height of building is analyzed with lateral resistant Special Moment Resisting Frame System, according to seismic design category of this building which belongs to C category. In this thesis, it is discussing the design construction of super structure and helipad structure of the building of R K Charitas hospital situated in Jenderal Sudirman street Palembang. Dalam menentukan kebutuhan material konstruksi, untuk tulangan balok dan kolom menggunakan perhitungan per meter kubik. Untuk perhitungan beban gempa dihitung dengan menggunakan cara respon spektrum dan pemodelan struktur menggunakan aplikasi SAP2000, dari hasil tersebut digunakan untuk menghitung dimensi dan tulangan kolom, balok, pelat lantai, shearwall dan corewall. Tujuan dari penelitian ini adalah menganalisis simpangan yang terjadi pada batas layan dan batas ultimit, menganalisis dimensi dan tulangan dan menganalisis kebutuhan material konstruksi pada hotel santika. Dalam pengerjaanya mengacu pada peraturan SNI 03-1726-2012 mengenai tata cara perencanaan gempa untuk bangunan gedung dan non gedung untuk pembebanan struktur beton mengacu pada SNI 03-2847-2002. Untuk perencanaan struktur gedung terhadap pengaruh beban rencana baik terhadap pondasi, Kolom, balok, pelat lantai serta dinding geser harus dihitung beban gempa rencana, oleh karena itu dalam proyek pembangunan gedung hotel santika penulis mengambil bahasan tentang “Tinjauan Perhitungan Struktur Bangunan Atas dan Kebutuhan Material Konstruksi Hotel Santika”. Perhitungan beban akibat beban gempa harus dihitung apabila mendisain struktur gedung tinggi pada daerah rawan gempa.
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