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All Journal Jurnal Abdi Masyarakat Multidisiplin Journal of Artificial Intelligence and Digital Business
Wulan Muchidayat
Universitas Dian Nusantara
Computer Science & IT Economics, Econometrics & Finance Electrical & Electronics Engineering Engineering Social Sciences

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Sosialisasi Pengenalan Uji Sondir untuk Evaluasi Daya Dukung Tanah Bangunan Masjid Jami’ Raudhatul Jannah, Wilayah Jakarta Timur Era Agita Kabdiyono; Alizar Alizar; Muslim Untung; Nabiyanka Ardhiansyah; Wulan Muchidayat
 Jurnal Abdi Masyarakat Multidisiplin Vol. 5 No. 01 (2026): April: JURNAL ABDI MASYARAKAT MULTIDISIPLIN
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/jammu.v5i01.2749

Abstract

This community service activity aimed to introduce and implement Cone Penetration Testing (CPT) or sondir testing as an initial method for evaluating soil bearing capacity in the construction plan of Masjid Jami’ Raudhatul Jannah, located in East Jakarta. Soil investigation plays a crucial role in ensuring the structural safety and stability of buildings, particularly for public facilities such as mosques. The program was conducted through field observations, technical explanations, and direct demonstrations of CPT procedures to mosque administrators and local community representatives. The test results provided information regarding soil stratification, cone resistance, and estimated bearing capacity at the proposed construction site. The activity also enhanced participants’ understanding of the importance of geotechnical investigations prior to construction work. Through this program, the community gained practical knowledge about soil testing methods and their contribution to minimizing structural risks and supporting sustainable building development. The implementation of CPT testing is expected to become a reference for future construction planning in the area.
Analisa Struktur Bangunan Menggunakan ETABS Studi Kasus Gedung Pengolahan/Pencucian Sarang Walet Lokasi Hambalang Bogor Wulan Muchidayat; Asri Winita
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 2 (2026): Mei-Juli
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i2.6660

Abstract

Penelitian ini bertujuan menganalisis kinerja struktur Gedung Pengolahan/Pencucian Sarang Walet di Hambalang, Bogor, yang direncanakan menggunakan sistem rangka beton bertulang dengan bantuan perangkat lunak ETABS versi 22.6. Perencanaan mengacu pada SNI 1727:2020 untuk pembebanan minimum, SNI 1726:2019 untuk ketahanan gempa, dan SNI 2847:2019 untuk persyaratan beton struktural. Model tiga dimensi disusun dengan mendefinisikan karakteristik material, dimensi balok, kolom, pelat, dan elemen atap, kemudian diberikan beban mati, beban hidup, beban hujan, beban mati tambahan, serta beban gempa arah X dan Y melalui kombinasi Load and Resistance Factor Design. Hasil analisis menunjukkan bahwa lendutan vertikal akibat kombinasi beban layan sebesar 75,865 mm masih berada di bawah batas izin 125 mm, sehingga memenuhi persyaratan. Pada arah horizontal, lendutan kondisi beban layan sebesar 41,00 mm melampaui batas izin 16 mm. Respons gempa arah X menghasilkan lendutan 18,00 mm dan dinyatakan aman karena lebih kecil dari batas 40 mm, sedangkan gempa arah Y menghasilkan lendutan 79,00 mm dengan drift ratio 0,9875%, sehingga belum memenuhi kriteria. Perencanaan tulangan balok, kolom, dan pelat dilakukan berdasarkan gaya dalam maksimum hasil ETABS. Secara umum, elemen struktur memenuhi persyaratan kekuatan, tetapi peningkatan kekakuan lateral pada arah Y diperlukan agar kinerja layan dan seismik bangunan terpenuhi secara menyeluruh.
Co-Authors Alizar Alizar Asri Winita Era Agita Kabdiyono Muslim Untung Nabiyanka Ardhiansyah