Efektifitas Pembesian pada Proyek Panbill Mall menggunakan Bar Bending Schedule SNI-2847-2019, BS-8666-2005, dan Linear Programming

Authors

  • Derwin Arifin Faculty of Civil Engineering and Planning, Batam International University
  • Ade Jaya Saputra Faculty of Civil Engineering and Planning, Batam International University
  • Amanatullah Savitri Faculty of Civil Engineering and Planning, Batam International University

DOI:

https://doi.org/10.30737/jurmateks.v5i1.2588

Keywords:

Bar Bending Schedule, Construction Material, Iron waste, Linear Programming

Abstract

The need for the amount of iron in a structural element becomes an important part of attention. Improper planning for iron needs will result in uncontrolled or excessive residual iron material. The effectiveness of iron is needed to minimize the amount of residual iron produced. This study aims to carry out the effectiveness of steel usage on the Panbill Mall Project based on the Bar Bending Schedule. The Bar Bending Schedule is carried out using the SNI-2847-2019, BS-8666-2005, and Linear Programming methods. The review of the reinforcement was carried out on the foundation structural elements (PC1 and PC2). Some data were collected such as steel length, quantity, and bending shape based on the structural drawings of the Panbill Mall project. From this data, calculations are made based on the Bar Bending Schedule with different references and methods. So that the minimum amount of iron will be obtained. Based on the results of the calculations and analysis carried out, it can be concluded that the Linear Programming method is the most effective method in calculating the iron based on the Bar Bending Schedule. Based on the results of residual iron calculated using SNI-2847-2019 and BS-8666-2005, the Linear Programming Method is more effective in reducing iron residues by 76% on P1C foundations and 92% on P2C foundations. These results can be used as a reference in calculating the iron based on the bar Bending Schedule effectively.

References

T. D. Kurniawan, “Penerapan sni 2847:2019 dalam perhitungan kuantitas pekerjaan kait tulangan,†SENASTER, vol. 2, no. 1, pp. 1–5, 2021.

A. Enshassi, A. Ayash, and S. Mohamed, “Energy management application in construction projects in the Gaza Strip, Palestine,†J. Constr. Dev. Ctries., vol. 24, no. 1, pp. 1–21, 2019, doi: 10.21315/jcdc2019.24.1.1.

J. Atmaja, F. Adibroto, and N. Hidayah, “Optimasi Pemotongan Besi Tulangan Pada Pekerjaan Struktur Menggunakan Metode Linear Programming,†Borneo Eng. J. Tek. Sipil, vol. 4, no. 2, pp. 192–202, 2020, doi: 10.35334/be.v4i2.1595.

S. Simushi and J. Wium, “Time and cost overruns on large projects: Understanding the root cause,†J. Constr. Dev. Ctries., vol. 25, no. 1, pp. 129–146, 2020, doi: 10.21315/jcdc2020.25.1.7.

Z. Kahvandi, E. Saghatforoush, A. Z. Ravasan, and M. L. Viana, “A Review and Classification of Integrated Project Delivery Implementation Enablers,†J. Constr. Dev. Ctries., vol. 25, no. 2, pp. 219–236, 2020, doi: 10.21315/jcdc2020.25.2.9.

J. Margaretta and O. Gondokusumo, “Penerapan Metode Linear Programming Untuk Analisis Pemotongan Besi Tulangan Pada Proyek Bangunan Gedung Di Jakarta,†J. Muara Sains, Teknol. Kedokt. dan Ilmu Kesehat., vol. 1, no. 2, pp. 51–61, 2018, doi: 10.24912/jmstkik.v1i2.1029.

B. Santoso, S. M. Prasetiyo, and A. Wijoyo, “Meminimalkan Sisa Pemotongan Besi Beton dalam Proyek Konstruksi,†J. Inform. Univ. Pamulang, vol. 4, no. 2, p. 73, 2019, doi: 10.32493/informatika.v4i2.3204.

W. A. Novita, Y. Ulfiiyati, and S. A. Hardiyanti, “Optimasi Waste Besi Pada Pier Median Jalan Tol Jakarta –,†vol. 4, no. S

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Published

2022-07-19

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Articles