Perancangan Struktur Bangunan Gedung Asrama Mahasiswi Kabupaten Landak

Alno Prayoga; Muhammad Novreza Pasha; susi Hariyani; Nurul Fitriani

doi:10.31573/retensi.v4i1.799

Alno Prayoga Politeknik Negeri Pontianak
Muhammad Novreza Pasha
susi Hariyani
Nurul Fitriani Politeknik Negeri Pontianak

DOI: https://doi.org/10.31573/retensi.v4i1.799

Keywords: Struktur beton bertulang bertulang , Perencanaan Konstruksi , Bangunan 4 lantai

Abstract

Observe from several urban districts in West Kalimantan they have a student dormitory as a form of local government
support for the education of regional sons and daughters in Pontianak. The Landak Regency is no exception, which also
supports the development of human resources through the construction of student dormitories in the Landak Regency.
Landak Regency student dormitory will be built with 4 floors with a reinforced concrete structure. In the calculation of
this building using the SAP 2000 application with SNI 2847-2013 for the calculation of reinforced concrete, and SNI
1726-2019 for the calculation of earthquake resistance. From the calculation process, the thickness of the roof is not 12
cm, floor plates 1-4 are found to be 13 cm thick. The dimensions of the beam (B1) are 25x40 cm, using field base
reinforcement and 3D13 support reinforcement. For begel reinforcement, D8 reinforcement is used. The dimensions of
the beam (B2) are 20x40 cm, using basic reinforcement for field reinforcement and support reinforcement, which is
3D13. Column dimensions are 45x45 cm, using 12D16 main reinforcement. The foundation used is a pile foundation
with a depth of 20 meters with a pile dimension of 25x25 cm, and a pilecap dimension of 180 cm x 180 cm.

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