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All Journal Jurnal Ilmu Kesehatan Vokasi Baktimu : Jurnal Pengabdian Kepada Masyarakat

Mochammad Hilmy

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Author-ID : 5341144

Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Dentistry Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Mathematics Medicine & Pharmacology Nursing Public Health Social Sciences Veterinary Other

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Potensi Pemanfaatan Hasil Pemeriksaan Berkala Bangunan Gedung dalam Penentuan Depresiasi Harga Bangunan Gedung Eksisting Mochammad Hilmy; Herry Prabowo; Yudhiarma Yudhiarma
Vokasi Vol 15 No 2 (2020): Vokasi
Publisher : Politeknik Negeri Pontianak

Over time, buildings are used to experience a decline in the physical quality of architectural, structural, mechanical and electrical components. To ensure its safety and functioning, periodic inspections of the building are required. The periodic technical inspection of buildings has been regulated in the Minister of Public Works Regulation No.16 / PRT / M / 2010. The results of the building inspection provide an overview of the physical condition and function of the building in detail and itemized by involving experts in building technical reviewers. The results of this examination show how much the percentage of physical degradation and function of the building under review has the potential to be used in assessing the price of existing buildings from an economic perspective. Thus the depreciation of building prices can be estimated. Depreciation value is a reduction in the value of fixed assets as a result of being used by the owner. This depreciation parameter is needed in an assessment of a property which is increasingly felt to be needed in various economic and development activities, including for loan guarantees, asset management, and appraisal for land acquisition for the purpose of building public facilities. The calculation of building prices that is carried out shows that the results of periodic inspections of buildings can be used to determine the depreciation of the price of the buildings under review.

Tinjauan Kapasitas dan Detailing Lentur Dan Geser Balok Beton Bertulang Konvensional Berdasarkan SNI 2847:2013 Dengan Pertimbangan Aspek Kemudahan Praktik Di Lapangan dan Acuan Rules Of Thumb Studio Arsitektur Yudhiarma Yudhiarma; Herry Prabowo; Mochammad Hilmy
Vokasi Vol 16 No 2 (2021): Vokasi
Publisher : Politeknik Negeri Pontianak

The main parameters that determine the flexural and shear capacity of a reinforced concrete beam include the dimensions of the beam, the quality of the concrete, the quality of steel reinforcement, the size of steel reinforcement, and the amount of steel used. In practice, these parameters generally have a certain value so that for certain spans, also the details of a reinforced concrete stress block, can be estimated by taking parameters that exist in the field as constraints. The process of drawing and estimating detailed beams in an studio of architecture usually also refers to practical needs in the field. So by providing limits on span, concrete quality, and steel quality, a drafter can estimate the details of the beam under review. The process of calculating beam dimensions is done by estimating the cross section height of the beam (h) and the width of the beam (b) according to the ‘Rules of Thumb“ reference. The dimension calculation based on effective beam span 4m, 5m, 6m, 7m, and 8m produces the smallest beam dimension, namely B20/35 beam and the largest is B55 / 80..

Co-Authors Adinda Ismail Putri Ananda Putri Amalia Dahlia Deni Firmansyah FAUZIYAH Herry Prabowo Herry Prabowo Juwita Sari, Amelia Liyan Habibty, Hamda Meisa, Ade Naila Rochvika Wati Prasasty Ramadhani, Septya Putri Stevany Agustin Teguh Irawan Wahyuningsih, Ita Wardani, Amellia Yudhiarma Yudhiarma Yudhiarma Yudhiarma Yulis Indriyani Zamzam, Muhammad Yani

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