eprintid: 53472 rev_number: 25 eprint_status: archive userid: 12300 dir: disk0/00/05/34/72 datestamp: 2025-08-04 02:01:12 lastmod: 2025-08-04 02:01:12 status_changed: 2025-08-04 02:01:12 type: thesis metadata_visibility: show contact_email: 3336210023@untirta.ac.id creators_name: Ardiyansah, Rizki creators_id: 3336210023 contributors_type: http://www.loc.gov/loc.terms/relators/THS contributors_type: http://www.loc.gov/loc.terms/relators/THS contributors_name: Baehaki, Baehaki contributors_name: Soelarso, Soelarso contributors_id: 198705082015041001 contributors_id: 198010012008121004 corp_creators: Universitas Sultan Ageng Tirtayasa corp_creators: Fakultas Teknik corp_creators: Jurusan Teknik Sipil title: PERBANDINGAN PERANCANGAN STRUKTUR GEDUNG SRPMK MENGGUNAKAN ETABS DAN TEKLA STRUCTURAL DESIGNER ispublished: pub subjects: QA76 subjects: TA subjects: TH divisions: Sipil full_text_status: public keywords: ETABS TEKLA STRUCTURAL DESIGNER Perencanaan Struktur note: Seiring perkembangan teknologi dalam bidang teknik sipil, khususnya dalam perancangan struktur, berbagai perangkat lunak telah dikembangkan untuk membantu dalam perencanaan struktur. Dua di antaranya adalah ETABS (Extended Three-Dimensional Analysis of Building Systems) dan TSD (Tekla Structural Designer). Perlu diketahui hasil perancangan struktur gedung pada kedua perangkat lunak, khususnya pada sistem SRPMK untuk mengetahui sejauh mana perbedaan hasil perancangan struktur yang dihasilkan dari kedua perangkat lunak tersebut. abstract: With the advancement of technology in the field of civil engineering, particularly in structural design, various software programs have been developed to assist in structural planning. Two of these are ETABS (Extended Three-Dimensional Analysis of Building Systems) and TSD (Tekla Structural Designer). This study compares both software programs in terms of seismic forces, displacements, and reinforcement detailing produced by each. The objective of this study is to identify the differences in seismic force values, displacements, and reinforcement detailing produced by the two software programs. The research is conducted on a hypothetical building with a Special Moment Resisting Frame (SMRF) system, designed as a 10-story office building with a floor-to-floor height of 4 meters, a length of 30 meters, and a width of 18 meters. The structural design is based on SNI 1726:2019, SNI 1727:2020, SNI 2847:2019, ACI 318-14, and ASCE 7-16. The calculations are supported by Microsoft Excel, ETABS, and TSD. The results show that TSD generates higher seismic forces than ETABS, with a maximum difference of 680.374 kg on the 10th floor. The inter-story drifts from both software are identical. The flexural reinforcement ratio of slabs, shear reinforcement of beams, and flexural reinforcement of columns are greater in TSD, while the flexural reinforcement ratio of beams is higher in ETABS. The shear reinforcement ratio of columns and the reinforcement of beam-column joints yielded the same results in both software. In structural design, it is recommended to carefully consider the design standards being applied, as they significantly influence the resulting values. date: 2025-06-30 date_type: published pages: 327 institution: Fakultas Teknik Universitas Sultan Ageng Tirtayasa department: Teknik Sipil thesis_type: sarjana thesis_name: sarjana referencetext: Azis Syah, M., Zacky Ardhyan, M., Fajri, H., & Purwandito, M. (2023). Jurnal Ilmiah Rekayasa Sipil Perbandingan Analisis Struktur Gedung Laboratorium PGSD Universitas Samudra Metode Sistem Rangka Pemikul Momen Khusus Menggunakan ETABS dan BIM Tekla Struktural Designer. Edisi Oktober, 20(2), 2023. http://ejournal2.pnp.ac.id/index.php/jirs/ Badan Standarisasi Nasional (2019). SNI 1726:2019 Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Nongedung. Badan Standarisasi Nasional (2019). SNI 2847-2019 Persyaratan Beton Struktural Untuk Bangunan Gedung Dan Penjelasan. Badan Standarisası Nasional (2020). 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Perencanaan Gedung Apartemen D’Rini 10 Lantai Dengan Struktur Beton Ringan Bj 1760 Kg/M3 Bertulang Tahan Gempa Menggunakan Srpmk. Axial : Jurnal Rekayasa Dan Manajemen Konstruksi, 9(3), 163. https://doi.org/10.30742/axial.v9i3.1765 citation: Ardiyansah, Rizki (2025) PERBANDINGAN PERANCANGAN STRUKTUR GEDUNG SRPMK MENGGUNAKAN ETABS DAN TEKLA STRUCTURAL DESIGNER. S1 thesis, Fakultas Teknik Universitas Sultan Ageng Tirtayasa. document_url: https://eprints.untirta.ac.id/53472/1/Rizki%20Ardiyansah_3336210023_Fulltext.pdf document_url: https://eprints.untirta.ac.id/53472/2/Rizki%20Ardiyansah_3336210023_01.pdf document_url: https://eprints.untirta.ac.id/53472/3/Rizki%20Ardiyansah_3336210023_02.pdf document_url: https://eprints.untirta.ac.id/53472/4/Rizki%20Ardiyansah_3336210023_03.pdf document_url: https://eprints.untirta.ac.id/53472/5/Rizki%20Ardiyansah_3336210023_04.pdf document_url: https://eprints.untirta.ac.id/53472/6/Rizki%20Ardiyansah_3336210023_05.pdf document_url: https://eprints.untirta.ac.id/53472/7/Rizki%20Ardiyansah_3336210023_06.pdf document_url: https://eprints.untirta.ac.id/53472/8/Rizki%20Ardiyansah_3336210023_Ref.pdf document_url: https://eprints.untirta.ac.id/53472/9/Rizki%20Ardiyansah_3336210023_Lamp.pdf document_url: https://eprints.untirta.ac.id/53472/10/Rizki%20Ardiyansah_3336210023_CP.pdf