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JURNAL TEKNIK SIPIL UNAYA
Published by Universitas Abulyatama
ISSN : 2407733X     EISSN : 24079200     DOI : https://doi.org/10.30601/jtsu
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Materials Science & Nanotechnology
JURNAL TEKNIK SIPIL UNAYA merupakan wadah bagi seluruh peneliti, pengambil kebijakan, perencana dan pelaksana konstruksi untuk saling berbagi dalam perkembangan pengetahuan dan teknologi di bidang konstruksi dan perencanaan lainnya. Frekuensi terbit dua kali setahun pada bulan Januari dan Juli.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 5 Documents
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Search results for , issue "Vol 6, No 2 (2020): Juli 2020" : 5 Documents clear
Analisa Penghematan Biaya Proyek Pembangunan Rumah Susun 3 Tahun 2018 Dengan Menerapkan Value Engineering Hengki Dermawan; Mohd. Isa T. Ibrahim; Muhammad Ridha
Jurnal Teknik Sipil Unaya Vol 6, No 2 (2020): Juli 2020
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v6i2.1127

Abstract

Abstract: Value Engineering is a management effort in the cost analysis of a project to get the desired function that is cost efficient but does not alter or reduce the quality, functionality, and benefits of the project. The purpose of value engineering analysis in the 3-house construction project is to know the high cost work items, alternative materials that can be used, as well as calculate the initial cost comparison with the cost after applied the value engineering to know the amount of cost savings.This research uses a comparative analysis method between additional work costs and a cost worth less than 3 (Cost/Worth < 3). In the case study of the construction of this 3-piece home project The data used includes work image data, Unit price analysis list data, and budget cost plan data (RAB).From the analysis of value engineering, known items of work that have high costs are floor work, wall work, utility work, finishing work, ground tank work and pump house outside the building, work around the exterior of the building, and work facilities and environmental infrastructure. Alternative materials that can be a substitute for the initial material in the cost saving effort in the construction project 3 of the House is a brand of romance and brand Noble, closet sitting brand Toto S 516, water faucet brand Classic sus304, shower brand Fiorentino, stop faucet brand Toto, sink complet brand Toto LW 246j, paint wall avitex avian, wool yarn of corn brand, bak garbage fiber size 240 liters, paving block between + pairs (local product of the area is Blang Star). The initial cost of the 3-house project is Rp. 9,013,187,705.74,-after the application of value engineering analysis, the cost of the 3-house project to Rp. 8,711,739,049.68,-compared with the initial cost can be more efficient Rp. 301,448,656.06,-.Keywords: Value Engineering analysis, Cost/Worth, cost saving.
Hubungan Antara Tinggi Balok Dan Luas Tulangan Pokok Pada Balok Portal Nur Fadhillah; Muhammad Zardi; Zainuddin Zainuddin
Jurnal Teknik Sipil Unaya Vol 6, No 2 (2020): Juli 2020
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v6i2.1542

Abstract

Penelitian ini bertujuan untuk mengetahui pengaruh tinggi balok H = 1/12 L-1/10 L terhadap luas tulangan balok yang digunakan pada konstruksi bangunan. Variabel yang ditinjau dalam penelitian ini merupakan tinggi balok dan luas tulangan pokok. Model struktur portal yang ditinjau ialah portal dalam bentuk tiga dimensi dan bertingkat tiga. Analisis struktur dilakukan dengan menggunakan bantuan Aplikasi SAP 2000 versi 20.2. Perhitungan beban mati dan beban hidup gedung ini berdasarkan pada peraturan SNI 03-1727-2013, perhitungan beban angin berdasarkan pada Pedoman Peraturan Pembebanan Indonesia untuk Gedung 1987, perhitungan beban gempa berdasarkan pada SNI 1726-2012. Hasil dari penelitian ini menunjukkan bahwa terjadi pembesaran luas tulangan balok dari tiap-tiap penampang yang berbeda, dimana semakin besar penampang/tinggi balok semakin besar luas tulangan, pengaruh besarnya luas tulangan terjadi pada balok H=1/10L-1/11L, Perbedaan luas tulangan berdasarkan perencanaan berdasarkan momen ultimit (Mu) terhadap balok adalah (30x40)cm= As = 397,38 mm2, As’ = 198,69 mm2. (20x35)cm= As = 299,03 mm2, As’ = 114,51 mm2. (25x40)cm= As 331,15 mm2, As’ 165,58 mm2. (20x30)cm= As 193,13 mm2, As’ 96,56 mm2. (25x35)cm= As 286,28 mm2, As’ = 143,14 mm2. (20x25)cm= As = 157,23 mm2, As’ 78,62 mm2. Luas tulangan balok yang lebih efisiensi dalam perencanaan gedung ini adalah balok 1/12 L ukuran (25x35)cm dan ukuran (20x25)cm.
Studi Pengaruh Hambatan Samping Terhadap Kinerja Jalan Panglima Polem Kota Banda Aceh Fahryza Yuza; Ichsan Syahputra; Amalia Effendy
Jurnal Teknik Sipil Unaya Vol 6, No 2 (2020): Juli 2020
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v6i2.1431

Abstract

Jalan Panglima Polem Kota Banda Aceh, according to function is an arterial road. Based on the Banda Aceh City Regional Spatial Plan (RTRW) in 2009/2029, this area is designated as the downtown area, therefore along the road there are shops, offices and restaurants. Because of the large draws of shops and restaurants the traffic flow in the region is sometimes not smooth, this condition is exacerbated by the side constraints due to heavy shopping activities, street vendors and a very long time in and out of vehicle exchanges. Data was collected in each direction, namely A and B for three days, namely on Monday, Thursday, Saturday, the results of this study found that the highest traffic volume occurred on Monday, direction A on March 9, 2020, amounting to 1,118 pcu / hour, with mild side obstacle class, free flow speed is 56 km / hour, road capacity is 1571 pcu / hour, saturation degree is 0.71, and traffic speed is 33.33 km / hour, and the highest traffic volume direction B occurs at Monday, March 9, 2020 is 805 pcu / hour, with very mild side barriers, free flow acceleration is 57 km / hour, road capacity is 1603 pcu / hour, saturation degree is 0.50, and traffic speed is 31.64 km /hour.
Analisis Penentuan Efisiensi Luas Tulangan Penampang Kolom Persegi Berdasarkan Orientasi Terhadap Denah Bangunan Rizatul Aulina; Syafridal Is; Zainuddin Zainuddin
Jurnal Teknik Sipil Unaya Vol 6, No 2 (2020): Juli 2020
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v6i2.1541

Abstract

This study aims to determine the extent of the influence of column orientation or direction on the area of reinforcement to be used in building construction. The variables examined in this study were column orientation and reinforcement width. In the first analysis, the column orientation was tried with the X direction plan, so that the column dimensions b = 30 cm and h = 40 cm were obtained. The second analysis tried the column orientation with the Y direction plan, with the same column dimensions in order to obtain b = 40 cm and h = 30 cm. Structural analysis was performed with the help of SAP2000 version 20.2. The results showed that at the same construction with column orientation in X and Y direction, the axial load (Pu) and ultimate moment (Mu) were not much different. These results affect the area of reinforcement obtained from calculations based on the Mu value. The X direction column orientation obtained the value of Pu = -67240.86 Kg and Mu = 4001.97 Kgm with a reinforcing area of 2959.454 mm2. Whereas for the Y direction column orientation the value of Pu = -64776.95 Kg and Mu = 3306.4 Kgm with a reinforcing area of 3055.595 mm2. The percentage value (%) to X is Pu = -3,664%, Mu = -17,381%, and for As = 3,249%.
Kajian Efisiensi Saluran Sekunder Daerah Irigasi Krueng Aceh Kabupaten Aceh Besar Harifin Harifin; Meliyana Meliyana; Tety Sriana
Jurnal Teknik Sipil Unaya Vol 6, No 2 (2020): Juli 2020
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v6i2.1137

Abstract

Irrigation efficiency is defined as the ratio between the amount of water supplied less water loss and the amount of water supplied. Water losses that occur during water supply are caused mainly by seepage in the wet section of the channel, evaporation (generally relatively) small and operational losses. This study aims to determine how much the flowrate, and efficiency of the secondary channel Blang Bintang in the channel and the amount of water loss due to evaporation and seepage. Based on the analysis that has been done, obtained the amount of secondary flow flow Blang Bintang on the channel section that is to flow upstream at the channel of 1.58 m3 / sec and downstream of the channel at 1.29 m3 / sec. The maximum evaporation value found in August is 3.23 mm / day. The seepage value (S) of the Blang Bintang secondary channel on the channel section is the same for each month which is 0.01 m3 / sec / km. The value of the water debit lost in the secondary channel is 0.29 m3 / sec with a percentage of water loss of 18.63%. Is 81.37%. Means that the channel is less efficient in delivering water, the allowable efficiency in the secondary channel is 90%.

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