Redesain Struktur Atas Gedung Kuliah Terpadu Politeknik Negeri Bengkalis
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Institusion
Politeknik Negeri Bengkalis
Author
Irnandi, Riki
Subject
421 Teknik Sipil
Datestamp
2021-09-12 10:15:28
Abstract :
Bengkalis State Polytechnic is the only State Polytechnic in Riau Province which is currently still developing, this is evidenced by the construction of lecture buildings at the Bengkalis State Polytechnic. Where every university must have adequate educational facilities so that the teaching and learning process can run smoothly. Bengkalis State Polytechnic Integrated Lecture Building is an educational building consisting of 3 floors with a reinforced concrete structure and will be re-planned by adding earthquake loads to the beam, column and slab structure. The planning of the Bengkalis State Polytechnic Integrated Lecture Building was analyzed using the SAP2000 V.14 application. Based on the calculations obtained in the main beam structure of 300 x 600 using reinforcement in the support area 5D16 with D10-150 mm stirrups, while in the field area using 3 D 16 with D10-200 mm stirrups. The column uses dimensions of 400 x 400 mm for the main reinforcement using 12D16 with D10-150 stirrups. The thickness of the floor slab is 120 mm using D10-150 reinforcement for the x direction and y direction, for shrinkage reinforcement using D8-250 mm.
Bengkalis State Polytechnic is the only State Polytechnic in Riau Province which is currently still developing, this is evidenced by the construction of lecture buildings at the Bengkalis State Polytechnic. Where every university must have adequate educational facilities so that the teaching and learning process can run smoothly. Bengkalis State Polytechnic Integrated Lecture Building is an educational building consisting of 3 floors with a reinforced concrete structure and will be re-planned by adding earthquake loads to the beam, column and slab structure. The planning of the Bengkalis State Polytechnic Integrated Lecture Building was analyzed using the SAP2000 V.14 application. Based on the calculations obtained in the main beam structure of 300 x 600 using reinforcement in the support area 5D16 with D10-150 mm stirrups, while in the field area using 3 D 16 with D10-200 mm stirrups. The column uses dimensions of 400 x 400 mm for the main reinforcement using 12D16 with D10-150 stirrups. The thickness of the floor slab is 120 mm using D10-150 reinforcement for the x direction and y direction, for shrinkage reinforcement using D8-250 mm.
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