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Nia Dwi Puspitasari
Universitas Pembangunan Nasional Veteran Jawa Timur
Agriculture, Biological Sciences & Forestry Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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Journal : Nusantara Science and Technology Proceedings

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Single Reinforced Concrete Design of Simple Beam with Simple Formulation Method Nia Dwi Puspitasari; Achmad Dzulfiqar Alfiansyah
Nusantara Science and Technology Proceedings 3rd International Conference Eco-Innovation in Science, Engineering, and Technology
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2022.2725

Abstract

A quick and practical method of designing a single-layer reinforced concrete beam will be analyzed. This article provides a new simple formulation to design simple beam-reinforced concrete. The dimension and reinforcement ratio can be generated by using the formulation. The variables that must be known at using the formulation are the concrete strength (f`c), the ultimate uniform load (qu), the yield strength of steel (fy), and the span length of the simple beam (L). There are two main parameters obtained from the formulation including the cross-sectional dimensions (W and H) and reinforcement ratios (?). Moreover, the required diameter and amount of steel reinforcement can be converted from the result. The beam dimensions and reinforcement ratio results obtained from this design method are verified by mathematical calculations based on the SNI 03-2847-2019. Designing a single-layer reinforced concrete beam using the simple formulation method provides high precision.
Co-Authors Achmad Dzulfiqar Alfiansyah Aldiansyah, Fauzi Alfiansyah, Achmad Dzulfiqar Alfiansyah, Achmad Dzulfiqar Aryaseta, Bagas Aryaseta, Bagas Aulia Dewi Fatikasari Bagas Aryaseta Bagasnanta, Muhammad Rizky Damayanti, Apta Kania Dita Pahang Putra, I Nyoman Fandini, Reina Maulidiya Fatikasari, Aulia Dewi Firmansyah, Yerry Kahaditu Gunawan, Rachmat Huda, Muhammad Miftachul Jagad, Sulthanul Auliya Miftakhul Jannatin Mitasari, Agusvivia Nabilla Nabilla Nur Aini Fauziyah NYOMAN DITA PAHANG PUTRA, NYOMAN Sakinah Sakinah Siti Zainab Syahrul Munir Syahrul Munir Tri Anggono Prijo Wahyu Kartini Wahyu Kartini Widya Rachma Wulan Yulia Putri Yulianti, Gita Zakiyah Dania Billah Zakiyah Dania Billah Zetta Rasullia Kamandang