Perencanaan Ulang Struktur Gedung Kuliah Terpadu (GKT) 1 Politeknik Negeri Bengkalis Berdasarkan SNI 2847 : 2019 Dan SNI 1726 : 2019 (Tinjauan Balok Dan Kolom)
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Institusion
Politeknik Negeri Bengkalis
Author
Febriansyah, Muhammad Randa
Subject
421 Teknik Sipil
Datestamp
2021-09-16 09:03:52
Abstract :
Bengkalis state polytechnic is the only polytechnic located in bengkalis. To add infrastructure facilities, a new building was built to support the teaching and learning process. In planning the structure is required to produce a strong and economical building and can function properly. Thus, the re-planning of the structure using SNI 2847: 2019 and 1726: 2019. The writing of this final task uses a descriptive method consisting of three stages of research, namely the input, analysis, and output stages. The input stages are explanation of structural geometry, dimensions and specifications of structural elements, determination of loading and modeling of three dimensions. The analysis stage is modeling and loading structure by using SAP2000 V.22 application as well as calculation of style in structure elements. The output stage is a discussion of the details of structural elements adapted to ineer styles that work on structural elements of GKT 1 Polythecnic State Bengkalis. Based on the calculation obtained on reinforced concrete structure dimensions of 300 x 600 mm on the beam pedestal area using the main reinforcement 3D16 and the Sengkang reinforcement Ø10 - 80 mm, while in the field area the beam uses the main reinforcement 3D16 and the Sengkang reinforcement Ø10 - 150 mm. the column uses dimensions of 500 x 500 mm and for the main reinforcement uses 16D16 with a Sengkang reinforcement of Ø10-120 mm
Bengkalis state polytechnic is the only polytechnic located in bengkalis. To add infrastructure facilities, a new building was built to support the teaching and learning process. In planning the structure is required to produce a strong and economical building and can function properly. Thus, the re-planning of the structure using SNI 2847: 2019 and 1726: 2019. The writing of this final task uses a descriptive method consisting of three stages of research, namely the input, analysis, and output stages. The input stages are explanation of structural geometry, dimensions and specifications of structural elements, determination of loading and modeling of three dimensions. The analysis stage is modeling and loading structure by using SAP2000 V.22 application as well as calculation of style in structure elements. The output stage is a discussion of the details of structural elements adapted to ineer styles that work on structural elements of GKT 1 Polythecnic State Bengkalis. Based on the calculation obtained on reinforced concrete structure dimensions of 300 x 600 mm on the beam pedestal area using the main reinforcement 3D16 and the Sengkang reinforcement Ø10 - 80 mm, while in the field area the beam uses the main reinforcement 3D16 and the Sengkang reinforcement Ø10 - 150 mm. the column uses dimensions of 500 x 500 mm and for the main reinforcement uses 16D16 with a Sengkang reinforcement of Ø10-120 mm
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