RASIO TULANGAN OPTIMUM PADA BAJA TULANGAN BJTP DAN BJTD BALOK EMPAT PERSEGI PANJANG TULANGAN TUNGGAL

Authors

  • Eri Setia Romadhon Universitas Jayabaya

DOI:

https://doi.org/10.54564/jtsa.v21i1.111

Keywords:

optimum reinforcement ratio, maximum beam capacity, rasio tulangan optimum, baja tulangan BJTP, baja tulangan BJTD

Abstract

What is the optimum reinforcement ratio that can be achieved for plain reinforcing steel (BJTP) and deformed reinforcing steel (BJTD) to obtain the maximum moment of resistance in a single reinforced rectangular beam? The optimum reinforcement ratio is achieved when the moment of resistance reaches the maximum value for a certain optimum reinforcement ratio value. By knowing the optimum reinforcement ratio, it will be very easy to make the most efficient increase in beam strength. This study uses a case study of rectangular beams with various dimensions which are often used in high-rise building projects. At the moment of maximum resistance for single-reinforced rectangular beams, the optimum reinforcement ratio for BJTP steel is 0.0885 and BJTD
reinforcing steel is 0.0531.

Published

2022-05-30

How to Cite

Romadhon, E. S. (2022). RASIO TULANGAN OPTIMUM PADA BAJA TULANGAN BJTP DAN BJTD BALOK EMPAT PERSEGI PANJANG TULANGAN TUNGGAL . JURNAL TEKNIK SIPIL-ARSITEKTUR, 21(1), 111-117. https://doi.org/10.54564/jtsa.v21i1.111

Issue

Vol. 21 No. 1 (2022): EDISI BULAN MEI 2022

Section

Articles

Copyright (c) 2023 Eri Setia Romadhon

Creative Commons License

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.

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