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All Journal Journal of Local Architecture and Civil Engineering Jurnal Penelitian, Pengabdian dan Pemberdayaan Masyarakat
Rahman, M. Deta Zulfikar
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Religion Arts Humanities Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Education Electrical & Electronics Engineering Engineering Social Sciences Other

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Strategi Pembangunan Berkelanjutan Menuju Kota Bersih dan Sehat : Tantangan dan Peluang Bagi Mahasiswa dalam Mewujudkan Smart City Dahlan, Dahlan; Rahman, M. Deta Zulfikar; Putri, Irma Eryanti
Jurnal Penelitian, Pengabdian dan Pemberdayaan Masyarakat Vol. 2 No. 2 (2025): Jurnal Penelitian, Pengabdian dan Pemberdayaan Masyarakat (JP3M)
Publisher : Yayasan Assyifa Assyaka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.71301/jp3m.v2i2.178

Abstract

Kegiatan Pengabdian kepada Masyarakat (PKM) ini bertujuan untuk meningkatkan pemahaman dan kapasitas mahasiswa Universitas Muhammadiyah Bima dalam mendukung pembangunan berkelanjutan melalui penerapan konsep smart city yang berorientasi pada kota bersih dan sehat. Kuliah umum dan workshop diselenggarakan untuk memberikan wawasan strategis mengenai tantangan dan peluang pembangunan berkelanjutan, sekaligus membekali mahasiswa dengan keterampilan analitis melalui pre-test dan post-test. Metode pelaksanaan meliputi penyampaian materi, diskusi interaktif, studi kasus lokal, serta evaluasi peningkatan pengetahuan peserta. Hasil pengukuran menunjukkan adanya peningkatan skor yang signifikan pada post-test, yang mengindikasikan efektivitas kegiatan dalam memperkuat pemahaman mahasiswa mengenai strategi pembangunan berkelanjutan, pengelolaan lingkungan, serta pemanfaatan teknologi digital untuk perencanaan kota. Workshop ini juga mendorong munculnya gagasan inovatif dari mahasiswa terkait penerapan solusi smart environment berbasis data dan Internet of Things (IoT). Secara keseluruhan, kegiatan PKM ini berhasil menciptakan ruang pembelajaran yang aplikatif dan relevan, sekaligus memperkuat peran mahasiswa sebagai agen perubahan dalam mewujudkan kota bersih, sehat, dan berkelanjutan menuju pembangunan smart city di wilayah Bima.
Perencanaan Struktur I Girder dengan Bentang 30 Meter di Desa Dompu Setiawan, Wira; Winardin, Sofyan; Rahman, M. Deta Zulfikar
Local Engineering Vol. 4 No. 1 (2026): June
Publisher : CV. Gio Architect

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59810/lejlace.v4i1.217

Abstract

The Bridges themselves are classified based on the type of upper structure, one type of bridge upper structure is using prestressed concrete, prestressed concrete is also distinguished based on its cross-sectional profile, namely T, I, T Girder, Box Girder, in this study a comparison was made to see the difference in the upper structure and cost of the bridge with a span of 30.8 meters on the Kandai bridge with the existing upper structure using I Girder and will be compared with T Girder for  obtaining differences in behavior, effectiveness of the structure as well as cost. The research method used is to start by knowing some mass formulationsah, collecting data then planning the load plan for the bridge then modeling on   the SAP2000 software after modeling and getting the force in the next structure analysis to check  the Safety factor  then a cost analysis was carried out and a comparative recap between I and T Girder in the form of differences in the initial condition prestressed force, voltage loss value, service condition pretentension force, final prestressed force and cost presented in the form of a graph. From the results of the calculation analysis, it was concluded that the I Girder is more effective than the T Girder, this is shown by the total volume value of T Girder concrete which is 128,805 m3 and the number of T Girder strands is 355 strands, where the total volume of I Girder concrete is 101,175 m3 and the number of I Girder strands is 235 strands.  This is also evidenced by the I girder safety factor value against the moment, which is 1.141 and against the shear which is 3,59 as needed, compared to the T Girder safety factor against the moment, which is 3,97 and against the shear which is 2.177. The nominal moment produced by the I Girder is 12203,56 kNm and the nominal moment produced by the T Girder is 58221,55 kNm.
Co-Authors Dahlan Putri, Irma Eryanti Winardin, Sofyan Wira Setiawan