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All Journal Jurnal Ilmiah Poli Rekayasa FROPIL (Forum Profesional Teknik Sipil) SIKLUS: Jurnal Teknik Sipil Media Ilmiah Teknik Sipil Jurnal Ilmiah Rekayasa Sipil Journal of Civil Engineering and Planning (JCEP) Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi Jurnal Abdimas Kartika Wijayakusuma Jurnal Abdimas: Pengabdian dan Pengembangan Masyarakat
Winda Fitria
Politeknik Negeri Padang
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Social Sciences Transportation Other

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Journal : FROPIL (Forum Profesional Teknik Sipil)

 1 
Reviu Desain Struktur Bawah Bangunan Gedung: Studi Kasus Pengecekan Kekuatan Pondasi Tapak Sekolah Dasar Negeri (SDN) 12 Muntei, Mentawai Fitria, Winda; Misriani, Merley; Syofyan, Elvi Roza
FROPIL (Forum Profesional Teknik Sipil) Vol 11 No 2 (2023): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

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Abstract

Muntei is one of the villages in South Siberut, Mentawai Island Regency. The Mentawai Island located in West Sumatera and are outside the territory of the island of Sumatera, including one of the outermost islands in this Province. Mentawai is one of the areas in West Sumatera that is frequently shaken by earthquake. So, the implementation of earthquake resistant building standars is an important factor that must be considered in efforts to reduce disaster risk, considering that West Sumatera is one of the areas with a high earthquake risk. The implementation of earthquake resistant building standards should have started during the planning process. As one of the outermost province Mentawai is also lagging behind in infrastructure development, so sustainable development needs to be carried out to make Mentawai come out of being behind compare to other district in the West Sumatera. The review design of the site foundation of the SDN 12 Muntei school building aims to ensure the carrying capacity of the foundation. To obtain maximum axial value of the building, modeling was carried out using the sap2000 application. From the modeling and data analysis can be concluded that the foundation does not meet the requirements and is unable to carry the maximum load of the building. The allowable capacity of foundation permit for the SDN 12 Muntei is 12.96 Tonenes, while the maximum load on the building is 34.57 tonnes. The result of this analysis show that the foundation is not good and must be repaired.
Reviu Desain Struktur Bawah Bangunan Gedung: Studi Kasus Pengecekan Kekuatan Pondasi Tapak Sekolah Dasar Negeri (SDN) 12 Muntei, Mentawai Fitria, Winda; Misriani, Merley; Syofyan, Elvi Roza
FROPIL (Forum Profesional Teknik Sipil) Vol 11 No 2 (2023): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Muntei is one of the villages in South Siberut, Mentawai Island Regency. The Mentawai Island located in West Sumatera and are outside the territory of the island of Sumatera, including one of the outermost islands in this Province. Mentawai is one of the areas in West Sumatera that is frequently shaken by earthquake. So, the implementation of earthquake resistant building standars is an important factor that must be considered in efforts to reduce disaster risk, considering that West Sumatera is one of the areas with a high earthquake risk. The implementation of earthquake resistant building standards should have started during the planning process. As one of the outermost province Mentawai is also lagging behind in infrastructure development, so sustainable development needs to be carried out to make Mentawai come out of being behind compare to other district in the West Sumatera. The review design of the site foundation of the SDN 12 Muntei school building aims to ensure the carrying capacity of the foundation. To obtain maximum axial value of the building, modeling was carried out using the sap2000 application. From the modeling and data analysis can be concluded that the foundation does not meet the requirements and is unable to carry the maximum load of the building. The allowable capacity of foundation permit for the SDN 12 Muntei is 12.96 Tonenes, while the maximum load on the building is 34.57 tonnes. The result of this analysis show that the foundation is not good and must be repaired.
Analisis Banjir Menggunakan Aplikasi GIS dan HEC-RAS Pada Batang Tapakis Kabupaten Padang Pariaman: Analisis Banjir Syofyan, Elvi Roza; Fitria, Winda; Istijono, Bambang; Rahmi, Yosa Anggia; Rasyid, Fadillah
FROPIL (Forum Profesional Teknik Sipil) Vol 11 No 1 (2023): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/fropil.v11i1.4700

Abstract

Kabupaten Padang Pariaman memiliki beberapa sungai besar salah satunya sungai Batang Tapakis. Penelitian mengenai Batang Tapakis sangat jarang diteliti. Berikut dokumentasi Batang Tapakis tepatnya di Jembatan Tiram, Jalan Syekh Burhanuddin, Nagari Tapakis, Kecamatan Ulakan Tapakis, Kabupaten Padang Pariaman, Sumatera Barat. Pada saat Rabu, 24 Januari 2023 terjadi banjir pada Korong Kasai Nagari Tapakis yang menyebabkan 1.200 KK mengungsi. Ketinggian banjir diperkirakan setinggi 80 cm. Oleh sebab itu dalam kajian ini penelitian menggunakan aplikasi HEC-RAS dan GIS untuk menampilkan sebaran banjir dan tinggi muka air banjir.Penelitian ini dilakukan dengan menggunakan data primer, sekunder dan data DEM yang diunduh dari DEMNAS . Penggunaan aplikasi GIS yaitu Global Mapper berfungsi untuk mengubah data DEM yang berformat GeoTiff menjadi prj agar dapat diolah ke dalam HEC-RAS. Pada aplikasi HEC-RAS terdapat tools RAS Mapper yang berfungsi menggambarkan hasil sebaran banjir dan tinggi banjir. Dari hasil pemanfaatan data DEM menggunakan HEC-RAS dan GIS pada Batang Tapakis dapat menampilkan gambaran genangan pada Korong Tapakis dan tinggi banjir antara 70-80 cm yang sesuai dengan banjir yang terjadi pada tanggal 24 Januari 2023 setinggi 80 cm.
Co-Authors - Liliwarti Afriyani, Sicilia Aguskamar Aguskamar Aktorina, Wahyu Angelia, Nike Annisa, Lidiya Araska, Wahyu Arazka, Wahyu Arlis, Angga Putra Bambang Istijono, Bambang Desmon Hamid Effendi Effendi Elvi Roza Syofyan Enita Suardi Gusnita, Riza Husni, Alya Miftahul Iqbal, Ibnu Jajang Atmaja Kenny Ghalib Mayunita, Finisa Nur MERLEY MISRIANI Nissa, Wirda Nofriyanti, Elsa Oni Guspari Prices, Afrizal Putra Putra, Roni Tri Rahmi, Yosa Anggia Rasyid, Fadillah Revolis, Messa Sari, Putri Kumala Sari, Windy Dela Sukatik Sukatik Sumema, Sumema Vernando, Vero Gusri