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M. Nuklirullah
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Aerospace Engineering Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Dentistry Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Health Professions Industrial & Manufacturing Engineering Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Public Health Social Sciences Veterinary

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ANALISIS KEKUATAN GEDUNG TENGAH RUMAH SAKIT PENDIDIKAN UNIVERSITAS JAMBI M. Nuklirullah; Dila Oktarise Dwina; Siti Inayah Natasya
Jurnal Teknik Sipil Vol 6 No 2 (2022): Jurnal Gradasi Teknik Sipil - Desember 2022
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v6i2.2337

Abstract

Pembangunan Gedung Tengah Rumah Sakit Pendidikan Universitas Jambi yang konstruksinya dilaksanakan sejak tahun 2010 namun pembangunan belum terselesaikan, sehingga existing gedung memiliki elemen struktur pelat lantai, balok, dan kolom yang perlu dilakukan analisis kekuatan struktur dengan berpedoman pada SNI 1726:2019, SNI 2847:2019, dan SNI 1727:2020. Analisis ini dilakukan menggunakan metode evaluasi dengan melakukan perbandingan perhitungan nilai nominal yang dilakukan secara manual dengan perhitungan nilai ultimate yang dilakukan menggunakan bantuan program analisis struktur. Sehingga mengetahui titik ataupun bentang yang tidak dapat menahan beban yang bekerja pada struktur gedung. Dari hasil analisis struktur ini pada setiap elemen struktur terdapat pemeriksaan yang tidak memenuhi persyaratan atau perbandingan nilai ultimate lebih besar dari nilai nominal. Untuk elemen struktur pelat lantai terdapat nilai yang tidak memenuhi persyaratan dalam pemeriksaan nilai momen pada tingkat lantai 2 dan lantai 3, untuk elemen struktur balok yang memiliki 8 jenis balok yaitu B1, B1A. B2, B2A, B3, B3A, B4, dan B4A memiliki nilai yang tidak memenuhi persyaratan dalam pemeriksaan nilai momen dan geser, dan untuk elemen struktur kolom yang memiliki 7 jenis kolom yaitu K1, K1A, K2, K2A, K2B, K3, dan KL memiliki nilai yang tidak memenuhi persyaratan dalam pemeriksaan nilai geser dan aksial.
Penilaian dan Prediksi Indeks Kualitas Air Sungai Asam, Kota Jambi Lailal Gusri; Lilis Suryani; Shally Yanova; Bambang Irawan; M. Nuklirullah
INSOLOGI: Jurnal Sains dan Teknologi Vol. 4 No. 3 (2025): Juni 2025
Publisher : Yayasan Literasi Sains Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55123/insologi.v4i3.5133

Abstract

The water quality of rivers can deteriorate due to the large amount of pollutants entering the river. Water quality assessments provide an overview of the actual state of water quality. The WQI can provide valuable information about the water quality of rivers. The calculation of the water quality index is carried out because there is a high probability that other parameters also exceed the quality standards, which are not considered when calculating the water quality index. Therefore, it is very important to assess the water quality of the river. The objective of this study was to assess the water quality of the Asam River, Jambi City. The research methodology involved collecting water samples from the Asam River at locations I (upstream), II (middle) and III (downstream) and testing the samples in the laboratory. Indices were analyzed using WQI for the following variables: temperature, total suspended solids (TSS), pH, BOD, COD, nitrate, total phosphate, dissolved oxygen and fecal coliforms. The method using WQI to determine water quality classification values ​​can serve as a reference for problem solving and evaluation of water pollution management. The results based on the calculations resulted in a WQI value of 96,27 at location II (middle); 70,95 at location I (upstream) and 186,01 at location III (downstream). The results of the study on the water quality of the Asam River are as follows: 1) very low water quality, 2) low quality water and 3) unfit for drinking water, posing a risk to aquatic life and human health.
Pemeliharaan Saluran Sistem Drainase Melalui Manajemen Pastisipatif di RT 7 Kelurahan Legok, Kota Jambi Lailal Gusri; Nurza Purwa Abiyoga; Abdul Manab; Tri Syukria Putra; M. Nuklirullah
JURNAL AKADEMIK PENGABDIAN MASYARAKAT Vol. 3 No. 3 (2025): MEI
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/japm.v3i3.6125

Abstract

Drainage systems require maintenance to ensure the proper functioning of the constructed system. If maintenance is not maintained or is inadequately maintained, problems with drainage capacity will occur. Community participation in drainage management can foster human-environmental relations through mutual cooperation. The goal is to increase understanding of the importance of community participation in drainage maintenance through participatory management. The community service method facilitates understanding and visits to drainage areas, and offers solutions on how participatory management works in the community. The results of community participation are an important component for successful drainage maintenance and community flood preparedness. The residents of RT 07, Legok Village, were very impressed and inspired a desire to participate in drainage system maintenance to prevent garbage accumulation and siltation.
Co-Authors Abdul Manab Dila Oktarise Dwina Gusri, Lailal Lilis Suryani Nurza Purwa Abiyoga RR. Ella Evrita Hestiandari Siti Inayah Natasya Tri Syukria Putra Yanova, Shally