Studi Perencanaan Bangunan Atas Gedung Sarana Olahraga Di Desa Kedak Kabupaten Kediri

Hartanto, Deni (2024) Studi Perencanaan Bangunan Atas Gedung Sarana Olahraga Di Desa Kedak Kabupaten Kediri. Skripsi thesis, Universitas Kadiri.

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Abstract

Planning the structure of upper buildings in sports facilities is one way to increase the physical activity, health and fitness of the community amidst the challenges of unpredictable weather. This upper structure planning is in accordance with the regulations and requirements that apply to the Indonesian National Standards. From the results of the load calculations, it was obtained that the dead load was 1,873,656 kg, the live load was 270,000 kg, and the earthquake load was 389.5603 kg. For structural modeling and calculations, the ETABS program is assisted. The output results from the ETABS program obtained a sloof size of 30cm x 40cm with main reinforcement 6-D13 then stirrup reinforcement Ø8-150, beam B1 measuring 30cm x 40cm with main reinforcement 6-D13 then stirrup reinforcement Ø8-150, beam B2 measuring 25cm x 35cm with main reinforcement 4-D13 with stirrup reinforcement Ø8-150, Beam B3 measuring 30cm x 40cm with main reinforcement 6-D13 then stirrup reinforcement Ø8-150, column measuring 50 cm x 70 cm with main reinforcement 12-D19 with stirrup reinforcement Ø12-150 . With a concrete compressive strength of 25 Mpa. So the results of the calculations assisted by the ETABS program do not experience overstress, which means the building is safe. Keywords: ETABS, Reinforcement, Structure.

Item Type: Thesis (Skripsi)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Prodi Teknik Sipil S1
Depositing User: Unnamed user with email rio.mahardiko@gmail.com
Date Deposited: 22 May 2025 07:30
Last Modified: 22 May 2025 07:30
URI: http://repository.unik-kediri.ac.id/id/eprint/739

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