Perencanaan Ulang Rusunawa Polbeng Menggunakan Beban Gempa Berdasarkan Perencanaan Ulang Struktur Kolom Gedung Rusunawa Polbeng Menggunakan Beban Gempa Berdasarkan Sni 1726:2012 Dan Sni Beton 2847 Gedung Rusunawa Polbeng Menggunakan Beban Gempa Sni 1726:2
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Institusion

Politeknik Negeri Bengkalis

Author

Agustin, Dila

Subject

421 Teknik Sipil 

Datestamp

2021-03-22 15:23:34 

Abstract :
Polbeng Rusunawa Building is a flat specially made for students which consists of 3 floors. In planning the structure of this building is designed to be strong against the loading that occurs so that the building meets the requirements for strength and structural rigidity. The redesign of the Polbeng Rusunawa building for structural calculations refers to the Indonesian National Standard 2847: 2013 and the Indonesian National Standard 1727: 2013 and the structural modeling refers to the Indonesian National Standard 1726: 2012 analyzed using SAP2000 V.14. From the calculation results on the structure obtained reinforced concrete structure with column dimensions on K1 using dimensions of 400 × 400 mm, but the reinforcement used is less 10D19 main reinforcement and stirrup reinforcement Ø10-150 mm. while for K2 still with the same dimensions 300 × 300 mm by using the main reinforcement 8D16 and stirrup reinforcement Ø10-120 mm 

File :
11. TA-4103171167-ABSTRACT.pdf
2. TA-4103171167-BAB I.pdf
7. TA-4103171167-DAFTAR PUSTAKA.pdf
10. TA-4103171167-FULL TEXT.pdf