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BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Published by Universitas Islam 45 Bekasi
ISSN : 23025891     EISSN : 25793187     DOI : https://doi.org/10.33558/bentang
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil is theoritical and applied Civil Engineering journal for scientific publication issued twice in every volume (January and July). First published in January 2013, already indexed by Dimensions, Google Scholar, Base, Garuda, and Sinta. BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil is the journal open access. BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil p-ISSN: 2302-5891, e-ISSN: 2579-3187 is a peer-reviewed, scientific journal published by Universitas Islam 45 Bekasi. FOCUS & SCOPE: Structural Engineering Construction Engineering & Management Geotechnical Engineering Transportation Engineering Water Resources Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 293 Documents
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Kebutuhan Ruang dan Pola Tata Letak Parkir pada Area Sekolah Dasar Islam Terpadu (SDIT) Rahmaniyah Depok Jawa Barat Artiwi, Nila Prasetyo
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 1 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (514.854 KB) | DOI: 10.33558/bentang.v7i1.1595

Abstract

Islamic Elementary School (SDIT) Rahmaniyah Depok, West Java, has 1059 students and 140 staffs (academic year of 2015/2016). Parking activity at school in the morning (students arrival) and in the afternoon and evening (students leave the school) is quite high. The current parking area is 1.260 m2.. It can handle 54 Parking Unit Area. Based on the surveys (five working days), delay and queue always happen to the shuttle cars at school during dropping and picking up the students. Therefore, the parking activity is on street parking. This situation makes chaos and inconvenience as well as high risk of accidents for students who are walking across or walking around in the school. After surveying, collecting, and calculating data, it can be concluded that the parking area that are provided hasn’t fulfilled the needs of parking area for the whole shuttle cars. Results showed the maximum parking accumulation reaches 110 cars, with the maximum parking volume of 657 cars, and the duration parking that reach the maximum amount of cars is 30 minutes. The study showed the school needs 1.820m2 parking area with the capacity of 82 Parking Unit Area. In the future, the school may need to arrange a plan to provide vertical parking space or with hydraulic system.
Evaluasi Pemberian Air Irigasi Saluran Sekunder Srengseng Hilir dari Bendung Tetap Cikarang Bekasi Laut Bahri, Fahmi Fathul; Yulius, Elma; Srie Gunarti, Anita Setyowati
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 1 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (922.124 KB) | DOI: 10.33558/bentang.v7i1.1596

Abstract

Cikarang Bekasi Laut (CBL) is a fixed-dam river-flow that flows through the building for upstream srengseng channel. Srengseng Hilir Secondary-Channel has 32 buildings for watering the rice fields in the Sukatani sub-district. The problem happened in the distribution of water when there is a loss of irrigation water due to infiltration of water into the soil where the soil is saturated. This causes a shortage of debit for field irrigation due to water loss in the secondary channel. The method used in Water Supply Evaluation of Irrigation Cikarang Bekasi Laut (CBL) for the Secondary Channel Srengseng Hilir D.I. Jatiluhur are the maximum discharge data, minimum discharge, and average discharge of the Fixed Cikarang Bekasi Laut (CBL) Dam in 5 year-period and calculating water requirements and water availability in D.I. Jatiluhur. Result showed that the P1 channel has an irrigation area of 105 ha and a channel length of 1906 m with an actual discharge of 2714 liters/sec and has irrigation efficiency of 5.71%. Channel P2 has an irrigation area of 106 ha and channel length of 1006 m with actual discharge of 1560 liters/sec and has irrigation efficiency of 6.11%. P3 channel has an irrigation area of 137 ha and 894 m channel length with an actual discharge of 175 liters/second and has irrigation efficiency of8.41%. Channel P4 has an irrigation area of 50 ha and a channel length of 951 m with an actualdischarge of 180 liters/second and has irrigation efficiency of 21.10%. Channel P5 has an irrigationarea of 71 ha and a channel length of 835 m with an actual discharge of 274 litters/sec and has irrigationefficiency of 37.97%. Channel P6 has an irrigation area of 74 ha and a channel length of 775 m with anactual discharge of 411 liters/sec and has irrigation efficiency of 63.79%.
Penambahan Serutan Besi terhadap Kuat Tekan Batako Trinugraha, Deni Akhmad; Darma, Eko; Sylviana, Rika
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 1 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (481.463 KB) | DOI: 10.33558/bentang.v7i1.1597

Abstract

Material construction resources are very limited, but the demand for these materials tends to increase. Therefore, it is necessary to search for alternative materials such as utilizing used goods (garbage) as construction materials. An alternative material used in this study was iron shavings waste as an additional material in the concrete brick mixture to replace sand. Therefore, it can minimize the use of sand and reduce iron shavings. The study was conducted by changing the standard size of the brick according to SNI to a size of 10 x 10 x 10 cm. The results showed that the addition of iron shavings in the concrete mixture was able to increase compressive strength value. The percentage increases in compressive strength of normal concrete blocks were: 14.87%, 24.79%, 45.45%, and 71.90%. The compressive strength of ordinary concrete brick of age 7 days is 41,374 KN, and after iron shaving addition the strength improve by 47,529 KN, 51,632 KN, 60,18 KN and 71,123 KN with the percentage of iron shaving of 2.5%, 5% , 7.5% and 10% respectively. These improve value was also categorized as quality I, II and III according to SNI 03-0349-1989 requirement.
Kinerja Simpang Bersinyal Jalan Ahmad Yani dengan Jalan M.Hasibuan – Jalan KH. Noer Ali Kota Bekasi Maarif, Rizal; Nuryati, Sri; Paryati, Ninik
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 1 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (856.105 KB) | DOI: 10.33558/bentang.v7i1.1598

Abstract

Material construction resources are very limited, but the demand for these materials tends to increase. Therefore, it is necessary to search for alternative materials such as utilizing used goods (garbage) as construction materials. An alternative material used in this study was iron shavings waste as an additional material in the concrete brick mixture to replace sand. Therefore, it can minimize the use of sand and reduce iron shavings. The study was conducted by changing the standard size of the brick according to SNI to a size of 10 x 10 x 10 cm. The results showed that the addition of iron shavings in the concrete mixture was able to increase compressive strength value. The percentage increases in compressive strength of normal concrete blocks were: 14.87%, 24.79%, 45.45%, and 71.90%. The compressive strength of ordinary concrete brick of age 7 days is 41,374 KN, and after iron shaving addition the strength improve by 47,529 KN, 51,632 KN, 60,18 KN and 71,123 KN with the percentage of iron shaving of 2.5%, 5% , 7.5% and 10% respectively. These improve value was also categorized as quality I, II and III according to SNI 03-0349-1989 requirement.
Deformasi Permanen dan Modulus Resilien Campuran AC-BC Modified Menggunakan Aspal Multigrade Yofianti, Desy
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 2 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (314.393 KB) | DOI: 10.33558/bentang.v7i2.1748

Abstract

Multigrade asphalt use is an alternative method for handling road deterioration problem, e.g. a rutting, due to the repetitive traffic load and high pressure from vehicle wheels. In addition, the multigrade asphalt has been widely used to reduce temperature sensitivity of the asphalt mixture in flexible pavement due to an unpredictable climate change. Rutting is also caused by the accumulation of permanent deformations from all layers in the pavement structure. This study aims to analyze the permanent deformation value and the resilient modulus of an Asphalt Concrete Binder Course (AC-BC) modified mixture through the use of multigrade asphalt. The Wheel Tracking Test and UMATTA Test were used to test the specimens. The Tests on samples were carried out at temperatures of 35oC and 50oC. The results showed that the permanent deformation value of the AC-BC with multigrade asphalt had a better deformation resistance than the 60/70 pen bitumen mixture at 35oC. At the temperature of 50oC, the multigrade asphalt mixture had a smaller permanent deformation value (0.92 mm) compared to the 60/70 pen bitumen mixture. At the temperature of 35oC, multigrade asphalt mixture had a resilient modulus value of 1.04 times greater than the 60/70 pen bitumen mixture and at the temperature of 50oC, this mixture had a resilient modulus value of 1.16 times greater than the 60/70 pen bitumen mixture. Therefore, this study concluded that the increase/decrease of value of permanent deformation and resilient modulus were influenced by the temperature and types of asphalt in the mixture.
Investigasi Keruntuhan Geser Balok Tinggi Beton Bertulang dan Beton Fiber Dengan Metode Eksperimental, Metode Numerik dan Metode Strut and Tie Darma, Eko; Paryati, Ninik
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 2 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (727.949 KB) | DOI: 10.33558/bentang.v7i2.1749

Abstract

One reinforced beam element that experiences a shear failure is a high beam; a beam that follows a requirement based on SNI-2847-2013 standard that have the proportion of sliding span (l) and the effective height (d) not more than three. The type of collapse in high beams generally is shear failure in which the crack appears from the area around the placement, propagates and reaching the maximum value at the point of loading. Observation of crack patterns and ultimate loads can be done by several methods based on both non-linearity and linearity of materials. Two specimens consisted of one high beam conventional reinforced concrete and one high beam concrete fiber with a dimension of 170 mm x 420 mm x 850 mm were prepared. Fiber from machine turning waste was used as coarse aggregate substitution with 100% composition in fiber concrete. Both specimens were tested in the laboratory and observed for crack patterns analysis and ultimate load achievement. The experimental test results were then compared with the numerical test results for the non-linearity properties of the material and the Strut and Tie method for the linearity properties of the material. The ultimate high beam of conventional reinforced concrete when experiencing shear failure in the experimental method, numeric method, and strut and tie method were 310 KN, 290 KN, and 236.917 KN respectively, whereas in the high beam fiber concrete, the ultimate load in the experimental method, numeric method, and in the strut and tie method were 280 KN, 260 KN, and 263,917 KN respectively. The biggest ratio of test results were obtained from the comparison between the numerical and the experimental methods in conventional concrete which was equal to 0.94. This showed the similarity of non-linearity properties of the material to produce adjacent test results.
Tingkat Efisiensi Perhitungan Kolom Beton (Perbandingan PBI 1971 Dengan SNI 1991) Nuryati, Sri; Suwanto, Sigit
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 2 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1050.853 KB) | DOI: 10.33558/bentang.v7i2.1750

Abstract

The collapse of a column causes the collapse of the entire building that need a large cost for repairing. Therefore, special attention is needed when planning the columns, i.e. by providing a backup strength on columns which greater than other beams and other horizontal structural elements since there is no initial warning in a press-type of collapse. This study aims to determine the efficiency of square concrete column dimensions in case of column calculations after the revision of PBI 1971 to SNI 1991 standard both by manual calculation and using the Turbo Pascal-based application. Calculation utilized the elastic method and ultimate method with the assumption that column conditions are similar as well as the column data is taken from the calculation of reinforced portal structures. Concrete columns are made rectangle with dimensions of size 35 x 35 cm and size 75 x 75 cm, concrete quality K 225, steel quality U24 (2400 kg / cm²), modulus of steel elasticity 2.1. 10⁶ kg / cm² and 5 cm thick of concrete blanket, with the assumption that structural analysis has been conducted for calculating the boundary and moment loads, assuming that the column conditions are similar. In case of the ability to retain the load and moment by the column, assuming the constant area of ​​reinforcement in various dimensions, the results of the elastic method (PBI 1071) were smaller than the ultimate method (SK SNI 1991). The calculation results showed that the ultimate method was more efficient than the elastic method in terms of the efficiency of reinforcing steel use.
Evaluasi Tarif Parkir di Tepi Jalan Umum berdasarkan Zona di Kota Pangkapinang Safitri, Revy; Amelia, Ririn; Noviayanti Manik, Jeanne Darc
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 2 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45 Bekasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (765.708 KB) | DOI: 10.33558/bentang.v7i2.1751

Abstract

Kota Pangkalpinang sebagai Ibukota Provinsi Bangka Belitung menjadi pusat kegiatan yang menimbulkan pergerakan kendaraan yang tinggi, dimana tingginya pergerakan kendaraan akan mempengaruhi besarnya kebutuhan ruang parkir. Penyediaan ruang parkir di Kota Pangkalpinang tidak hanya menggunakan lahan parkir, namun juga menggunakan badan jalan sebagai tempat parkir kendaraan atau yang disebut parkir di tepi jalan umum. Implementasi kebijakan tarif parkir di tepi jalan umum di Kota Pangkalpinang dinilai belum berjalan secara maksimal. Penelitian ini bertujuan untuk mengevaluasi tarif parkir di tepi jalan umum Kota Pangkalpinang berdasarkan zona yang telah ditetapkan untuk mengetahui kesesuaian tarif parkir di tepi jalan umum yang berlaku saat ini. Evaluasi tarif parkir di tepi jalan umum dianalisis berdasarkan Ability To Pay (ATP) dan Willingness To Pay (WTP). Hasil penelitian menyimpulkan bahwa tarif resmi parkir di tepi jalan umum yang ditetapkan, baik untuk kendaraan roda 2 maupun kendaraan roda 4 masih terlalu rendah dan masih bisa ditingkatkan. Penyesuain tarif resmi dapat dilakukan mengikuti rata ? rata tarif yang berlaku atau lebih, namun idealnya tidak melebihi nilai ATP. Dalam penyesuaian tarif, hasil yang diperoleh dapat menjadi bahan pertimbangan Pemerintah Kota Pangkalpinang dalam mengevaluasi kebijakan tarif parkir di tepi jalan umum yang berlaku saat ini.
Faktor Keterlambatan Pekerjaan Struktur Gedung terhadap Biaya Pelaksanaan pada Proyek Pembangunan Hotel di Bekasi Putra, Dian Dwi; Paryati, Ninik; Yulius, Elma
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 7 No 2 (2019): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (470.731 KB) | DOI: 10.33558/bentang.v7i2.1752

Abstract

Nowadays, delays in project often occur and cause various losses both for service providers and users. For the contractors, delays create the project cost overruns due to project overtime and can decrease contractor credibility in the future. This study aims to analyze a project delay by minimizing the work delays earlier. The analysis of a hotel building planning regarding the cost and time delays is done qualitatively by distributing questionnaires to the contractors and processing the responses using the SPSS software. The results of the S curve analysis and 30 factors that caused the project delay were identified and indicated that there was a delay value of 1.26% with five variables that most contributed to the delay in the construction project at PT. Wijaya Kusuma Contractors, i.e. reworking due to construction errors, low coordination between contractors and stakeholders, late material delivery, and equipment shortages.
KELAYAKAN FINANSIAL PEMBANGUNAN BATCHING PLANT PT. WASKITA BETON PRECAST,TBK PROVINSI SULAWESI UTARA Yasri, Desi; Widodo, Hendra; Setiani, Yulia
BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil Vol 8 No 1 (2020): BENTANG Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil
Publisher : Universitas Islam 45 Bekasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33558/bentang.v8i1.1945

Abstract

Proyek pendirian Batching Plant di bawah naungan PT. Waskita Beton Precast, Tbk ini hanya untuk memenuhi kebutuhan Ready Mix Concrete nya sendiri pada Pembangunan Jalan Tol Manado-Bitung dengan panjang 2 km. Pendirian batching plant ini didasari atas kekhawatiran tidak terpenuhinya kebutuhan akan beton sebanyak 73.000 m³ dengan jangka yang direncanakan waktu 33 bulan lamanya (Juni 2016 s.d Desember 2018). Evaluasi proyek yang bersifat sementara ini sangat diperlukan dalam menilai waktu pengembalian modal investasi serta sampai sejauh mana keberhasilan yang telah dicapai dengan menggunakan kriteria investasi. Evaluasi investasi menggunakan 3 (tiga) teknik analisis yang biasa digunakan pada Benefit ? Cost Analysis (BCA), yaitu Net Present Value (NPV), Internal Rate of Return (IRR) dan Benefit - Cost Ratio (BCR). Hasil evaluasi investasi menunjukkan kriteria keputusan dengan NPV Rp. 3.721.209.360,08, dimana NPV > 0, IRR sebesar 107,82 %, sehingga IRR> 4,92 % dan BCR sebesar 1,054, sehingga BCR > 1. Semua hasil perhitungan menunjukkan nilai kriteria yang menyatakan bahwa Proyek Batching Plant PT. Waskita Beton Precast, Tbk layak dan memperoleh keuntungan.

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