Perencanaan Struktur Atas Asrama Putri Di Universitas Kadiri

Pubawa, Renaldi Oza; Ridwan, Ahmad; Purnomo, Yosef Cahyo Setianto

doi:10.30737/jurmateks.v1i2.376

Cited by 4 publications

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“…Ketersediaan jalan yang memadai dengan kondisi yang baik, lancar, aman, nyaman, dan efisien sangat diperlukan untuk menunjang laju pertumbuhan ekonomi [4]. Seiring dengan meningkatnya kebutuhan sarana transportasi yang dapat menjangkau daerah-daerah yang merupakan pusat potensi ekonomi [5]. Kota dihitung berdasarkan tabel data-data berikut :…”

Section: Pendahuluanunclassified

Analisis Perencanaan Overlay Pada Ruas Jalan Craken-Ngulungkulon Nambak-Ngulungkulon Dengan Bahan Acl Pada Sta 0.00-13.345 Kecamatan Munjungan Kabupaten Trenggalek

et al. 2019

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Nowadays, the development of road capacity and vehicle quantity and the lack of optimal traffic infrastructure operations are the main problems in the Nambak-Ngulungkulon Craken-Ngulungkulon road section. This road is the object of observation because the road is an integrated system of the Nambak-Ngulungkulon Craken-Ngulungkulon road network. It is necessary to analyze how the performance and the thickness of the flexible pavement layer needed. To analyze road performance and calculate pavement thickness, the writer uses the Bina Marga 2017 method with ACL material at STA 0.00 - 13,345. The results of the analysis and calculation for the geometric planning of the Nambak-Ngulungkulon Craken-Ngulungkulon road section obtained the value of surface course with the 2017 Bina Marga method of 13 cm. Overlay work on the planning age is carried out in the 15 the year with an additional layer thickness with the Bina Marga 2017 method of 3 cm. And the traffic growth rate increased by 28.65% for 10 years y.a.d.Saat ini pengembangan kapasitas jalan dan kuantitas kendaraan dan kurangnya operasi infrastruktur lalu lintas yang optimal adalah masalah utama di ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Jalan ini adalah objek pengamatan karena jalan tersebut merupakan sistem yang terintegrasi dari jaringan jalan Nambak-Ngulungkulon Craken-Ngulungkulon. Perlu untuk menganalisis bagaimana kinerja dan ketebalan lapisan perkerasan lentur yang dibutuhkan. Untuk menganalisis kinerja jalan dan menghitung tebal perkerasan, penulis menggunakan metode Bina Marga 2017 dengan material ACL di STA 0,00 - 13,345. Hasil analisis dan perhitungan untuk perencanaan geometrik ruas jalan Nambak-Ngulungkulon Craken-Ngulungkulon diperoleh nilai permukaan jalan dengan metode Bina Marga 2017 13 cm. Pekerjaan overlay pada usia perencanaan dilakukan pada tahun ke-15 dengan tambahan ketebalan lapisan dengan metode Bina Marga 2017 3 cm. Dan tingkat pertumbuhan lalu lintas meningkat sebesar 28,65% selama 10 tahun y.a.d.

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Section: Pendahuluanunclassified

Analisis Perencanaan Overlay Pada Ruas Jalan Craken-Ngulungkulon Nambak-Ngulungkulon Dengan Bahan Acl Pada Sta 0.00-13.345 Kecamatan Munjungan Kabupaten Trenggalek

et al. 2019

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“…Mengingat pentingnya proyek jalan tersebut, maka perlu adanya manajemen proyek yang tepat sehingga proyek dapat berjalan tepat sesuai dengan yang direncanakan [1][2] [3].…”

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“…Waktu dan biaya yang dikeluarkan harus di ukur secara berkelanjutan agar tidak terjadi kesalahan terhadap rencana. Pengelolaan proyek yang buruk dapat di lihat dari adanya kesalahan biaya dan waktu yang tidak kongkret karena itu diperlukan manajemen proyek yang baik agar proyek sesuai dengan yang diharapkan [3] [4].…”

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Optimalisasi Biaya dan Waktu Proyek Kontruksi Pelebaran Jalan Menggunakan Earned Value

et al. 2021

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In a construction project, there are several aspects that cause the project not to go according to plan. Cost and time are aspects that need to be considered to avoid losses incurred in a project. Jombang-ploso-legundi-gresik road project is one of the road widening projects carried out by PT. Mix Pro Indonesia. The project was carried out with the aim that access to (Surabaya-Mojokerto) or further trans Java toll road is quicker safe and smoother. This research aims to optimize the cost and time on the project using the Earned Value method. Calculations include the calculation of ACWP (Actual Cost of Work Performance), BCWS (Budgeted Cost Work Schedule), and BCWP (Budgeted Cost for Work Performed) using the Earned Value method. From these parameters, estimate aspects of cost and time. As well as project analysis of acceleration on a critical trajectory of work. The results of calculations in the 12th week obtained a BCWS value of Rp 1,216,677,846,400 BCWP = Rp 3,040,372,140,080, ACWP = Rp 3,678,560,000. CV value = -Rp 109,203,495.92, SV = Rp 895,646,816.82, CPI = 0.827, and for SPI = 2,499. From these results it can be seen that the CPI value < 1 which means that there are project expenditures that exceed the original plan. With the results, it can be used as a reference in the implementation of project activities.

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“…Perencanaan elemen tersebut meliputi pemilihan material penyusun, pehitungan dimensi, desain penulangan hingga pemodelan [12] [13].…”

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Desain Struktur Atas Gedung Rawat Inap 3 Lantai RSUD Nganjuk Menggunakan Standart Nasional Indonesia (SNI)

et al. 2021

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The hospital building is one of the building facilities that is developed continuously. The building was built as an effort to fulfill health facilities. In its construction, the hospital building must be properly planned so that it is safe to use. Planning includes the design and calculation of structural details. Several hospitals in the Nganjuk area added building units to meet the needs of the community, one of which was the Nganjuk Hospital which added a building to support services. Planning a multi-storey building is a solution because it will be able to accommodate many patients. This plan aims to plan the structure of the Nganjuk Regional General Hospital Building. The planning carried out includes the calculation of structural dimensions, calculation of loading, and calculation of reinforcement which were analyzed using SAP2000 software. The calculation results show that the dimensions of the columns used are 40/40 and 15/15 for practical columns, the dimensions of the beams are 35/50 and 30/40 and 25/35. Reinforcement on beams obtained diameters of 16 and 10 mm, reinforcement on columns obtained diameters of 19 and 10 mm, while on plates obtained diameters of 10 mm. Thus, these results can be used as a reference in the implementation of the construction of the Nganjuk Regional General Hospital Building.

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Perencanaan Struktur Atas Asrama Putri Di Universitas Kadiri

Cited by 4 publications

References 0 publications

Analisis Perencanaan Overlay Pada Ruas Jalan Craken-Ngulungkulon Nambak-Ngulungkulon Dengan Bahan Acl Pada Sta 0.00-13.345 Kecamatan Munjungan Kabupaten Trenggalek

Analisis Perencanaan Overlay Pada Ruas Jalan Craken-Ngulungkulon Nambak-Ngulungkulon Dengan Bahan Acl Pada Sta 0.00-13.345 Kecamatan Munjungan Kabupaten Trenggalek

Optimalisasi Biaya dan Waktu Proyek Kontruksi Pelebaran Jalan Menggunakan Earned Value

Desain Struktur Atas Gedung Rawat Inap 3 Lantai RSUD Nganjuk Menggunakan Standart Nasional Indonesia (SNI)

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