@thesis{thesis,
		author={Simanjuntak  Yosua},
		title ={Perencanaan Ulang Struktur Balok Dan Pelat Pada Gedung Kuliah Terpadu Iii Politeknik Negeri  Bengkalis Berdasarkan Sni 2847:2019 Dan Sni 1726:2019},
		year={2021},
		url={http://eprints.polbeng.ac.id/1412/},
		abstract={Bengkalis State Polytechnic is a university located in Bengkalis, Riau Province, Indonesia. The building is one of the important elements in the development of a campus. In the construction of a building must pay attention to matters relating to the condition of the surrounding environment.  
 
Writing of this final project consists of three research stages, namely the input, analysis and output stages, the input stages, namely the explanation of the geometry of the structure, dimensions and specifications of structural elements, determination of loading and threedimensional modeling. The analysis phase is modeling and loading the structure using  software SAP2000.V.14. The output stage is a discussion of the details of the primary and secondary structural elements of the Gedung Kuliah Terpadu of the bengkalis state polytechnic.   

Redesign of the Gedung Kuliah Terpadu of the bengkalis state polytechnic refers to the structural concrete requirements for the building by using (SNI 2847:2019) The design of  earthquake load  use (SNI 1726:2019) standard code and the internal forces on the structure are analyzed using the SAP2000.V.14 application. Based on the calculations, it is obtained that the reinforced concrete structure with dimensions of 30 x 60 cm in the beam support area uses 5D19 and D10-175 mm and shear reinforcement, while in the field area the main beam is 4D19 and shear reinforcement D10-250 mm. The thickness of the floor slab is 12 cm using D10-150 mm reinforcement for the x direction and D10-150 mm for the y direction. For shrinkage, use D10-150 mm reinforcement.}
		}