PEMOGRAMAN ANALISIS RASIO TULANGAN BALOK BERPENAMPANG PERSEGI
Sari
Calculation of the ratio of reinforcement in reinforced concrete beams is very significant because the correct calculation of reinforced concrete beams will make the beam better and more efficient. This calculation requires a lot of time and high accuracy, so manual calculations are not efficient. Computer programming is widely developed in civil engineering calculations, for example visual basic applications. The visual basic 6.0 application used in this task is designed to make it easier for planners to calculate the reinforcement ratio in the beam accurately and quickly. Here the author explains how the process required to input data in this program. The use of formulas in the Indonesian National Standard Regulations and other applicable regulations. Then the results obtained are more accurate, the final result of this program or the output in the form of a general data comparison Calculation of the beam reinforcement ratio to be inputted in visual basic 6.0 programming requires the ultimate load (Mu) which is used to find Rn and Equivalent. When you have got what you need, you will be able to look for As necessary to continue the next search until you get the results of the required amount of reinforcement. Reinforcement Spacing Control
Keywords: Visual Basic 6.0, Beam Reinforcement Ratio
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INDRA DEGREE KARIMAH,Analisis Rasio Tulangan Kolom Beton Berpenampang Bulat Menggunakan Visual Basic 6.0
SK SNI T-15-1991-03, Grafik dan Tabel Perhitungan Beton Bertulang
JOHAN OBERLIN SIMANJUNTAK, ST.,MT dan TIURMA ELITA SARAGI, ST., MT., Perbandingan Kekuatan Balok Persegi dan Balok T Dengan Luas Penampang dan Luas Tulangan yang Sama
Purwono, R., Tavio, Imran ,I., dan Raka, I.G.P., Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung (SNI 03- 2847-2002) Dilengkapi Penjelasan (S2002), ITS Press, Surabaya, 2007, 408 hal.
Dewobroto, W., Aplikasi Sain dan Teknik dengan Visual Basic 6.0, PT. Elex Media Komputindo, Jakarta, 2003, 317 hal.
Dewobroto, W., Aplikasi Rekayasa Konstruksi dengan Visual Basic 6.0 (Analisis dan Desain Penampang Beton Bertulang sesuai SNI 03-2847-2002), PT. Elex Media Komputindo, Jakarta, 2005, 451 hal.
Dipohusodo, Istimawan., Struktur Beton Bertulang Berdasarkan SK SNI T-15-1991-03 Departemen Pekerjaan Umum RI”, Penerbit Gramedia Pustaka Utama, Jakarta, 1999
Bastian, Elfania. "Pengaruh Jenis Tulangan Terhadap Efektifitas Kinerja Balok Beton Bertulang." Rang Teknik Journal 1.2 (2018).
Masril, M. (2018). Perbandingan Kuat Tekan Beton antara Campuran Aggregat Kasar Batu Pecah (Split) dengan Batu Alam Palembayan untuk Beton Struktur. Rang Teknik Journal, 1(1).
DOI: https://doi.org/10.33559/esr.v4i3.157