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Program Studi Teknik Sipil dan Program Studi Teknik Arsitektur Fakultas Teknik Universitas Nusa Nipa Jl. Kesehatan No. 3 Maumere, Flores – NTT Tlpn. (0382) 22388Program Studi Teknik Sipil dan Program Studi Teknik Arsitektur Fakultas Teknik Universitas Nusa Nipa Jl. Kesehatan No. 3 Maumere, Flores – NTT Tlpn. (0382) 22388
Location
Kab. sikka,
Nusa tenggara timur
INDONESIA
Jurnal Siartek
Published by Universitas Nusa Nipa
ISSN : 24428299     EISSN : -     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Mechanical Engineering Transportation
Jurnal Teknik Sipil dan Arsitektur adalah jurnal ilmu dan penerapan bidang Teknik Sipil dan Teknik Arsitektur yang terbit dua kali dalam setahun, pada bulan April dan Oktober sejak tahun 2015. Artikel dapat berupa produk penelitian, pemikiran ilmiah atau studi kasus, dalam teknik sipil dan arsitektur yang belum pernah dipublikasikan di jurnal ilmiah atau media lain. SIARTEK mengundang peneliti dan praktisi di bidang teknik sipil dan arsitektur untuak mempublikasikan karyanya dalam bahasa Indonesia maupun bahasa Inggris ke jurnal SIARTEK.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 108 Documents
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REDESAIN STRUKTUR GEDUNG KAMPUS STFK LEDALERO 3 LANTAI MENGGUNAKAN KONSTRUKSI BAJA Ignasius Anwal Moan Hure; Alfrendo Satriawan Kabupung
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 8 No 2 (2022): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
Publisher : Program Studi Teknik Sipil

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Abstract

Struktur baja merupakan struktur logam yang terbuat dari komponen baja struktural yang saling terhubung untuk mengangkut beban dan memberikan kekakuan dan kekuatan penuh serta merata. Gedung Kampus STFK Ledalero merupakan bangunan bertingkat dimana strukturnya utamanya menggunakan struktur beton bertulang dan akan direncanakan ulang menggunakan konstruksi baja. Gedung kampus ini berada pada Wilayah gempa 5 akan digunakan sebagai kantor dan ruang kelas, maka perencanaan pada Gedung ini harus memenuhi kriteria keselamatan yang prima sesuai dengan ketentuanketentuan yang berlaku. Pada perencanaan struktur baja ini mengunakan peraturan standar saat ini, yaitu SNI 1729:2020 yang mengacu kepada metode LRFD dengan beberapa kombinasi pembebanan yang sesuai dengan ketentuan dalam SNI-1726-2019, SNI 1727:2020 dan PPPURG 1987. Analisis struktur menggunakan bantuan SAP 2000 v.14, untuk mengetahui besarnya nilai momen, gaya geser, dan gaya aksial pada struktur atas bangunan yaitu pada balok dan kolom terhadap beban-beban yang bekerja. Hasil analisis redesain Gedung kampus STFK Ledalero 3 lantai menggunakan BJ 37 didapatkan dimensi profil baja untuk Kolom Utama menggunakan WF 400x400x13x21, Kolom Teras menggunakan WF 350x350x12x19, Balok Induk menggunakan WF 450x200x9x14 dan untuk Balok Anak menggunakan WF 350x175x7x11, Balok Induk atap menggunakan WF 294x200x8x12, Balok Anak atap menggunakan WF 244.175.7.11, Balok Teras menggunakan WF 244.175.7.11, kesimpulan struktur aman terhadap momen, gaya geser, dan gaya aksial.
PERENCANAAN STRUKTUR GEDUNG BETON BERTULANG TAHAN GEMPA PADA BANGUNAN PUSKESMAS BERU KABUPATEN SIKKA Martinus Laga Muli; Alfrendo Satriawan Kabupung
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 8 No 2 (2022): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
Publisher : Program Studi Teknik Sipil

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Abstract

Struktur bangunan pada bangunan Puskesmas Beru Kabupaten Sikka yang lokasinya terletak di Kota Maumere, Kabupaten Sikka, Nusa Tenggara Timur didesain menggunakan Sistem Rangka Pemikul Momen Khusus. Perancangan Komponen Struktur meliputi persyaratan balok pada SRPMK, kolom dan pelat lantai berdasarkan peraturan SNI 2847:2019, yaitu Persyaratan Beton Struktur Untuk Bangunan Gedung dan Tata Cara Perencanaan Ketahanan Gempa Untuk Struktur Bangunan Gedung Dan Nongedung, SNI 1726:2019. Gedung tersebut memiliki ukuran denah 36,80 m x 6,60 m dengan 2 lantai struktur dan tinggi gedung 7,25 m. Hasil akhir dari perencanaan struktur diperoleh tebal pelat lantai 120 mm dengan tulangan ϕ10 mm – 100 mm dan digunakan tulangan bagi ϕ10 mm – 100 mm. Balok induk 30/45 digunakan tulangan 3D16 dengan tulangan sengkang daerah tumpuan ϕ10 -100 mm dan daerah lapangan ϕ10 – 150 mm. Balok induk 25/30 digunakan tulangan 3D13 dengan tulangan sengkang daerah tumpuan ϕ10 – 100 mm dan daerah lapangan ϕ10 – 150 mm. Balok anak 20/25 digunakan tulangan 3D13 dengan tulangan sengkang daerah tumpuan ϕ10 – 100 mm dan daerah lapangan ϕ10-150 mm. Pada kolom digunakan dimensi 30/30 dengan tulangan utama 8D16 dengan sengkang sepanjang Io ϕ10 – 100 mm dan penulangan luar daerah Io ϕ10 – 150 mm.
ANALISIS KINERJA WAKTU DENGAN MENGGUNAKAN PRECEDENCE DIAGRAM METHOD (PDM) (Reschedule Proyek Pembangunan Jembatan Nangarasong, Kabupaten Sikka, Nusa Tenggara Timur) Claudia Ekarista Sika Keytimu; Oktavianus Jori
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 8 No 2 (2022): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
Publisher : Program Studi Teknik Sipil

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Abstract

Construction projects are developing rapidly both in terms of physicality, time and cost, this rapid construction development is certainly also felt by the construction of the bridge. In the construction of bridges, it often faces challenges in terms of incompatibility between planning schedules and realization in the field. The bridge project that will be used as a case study is located in the Nangarasong area, Sikka Regency, East Nusa Tenggara. This study uses the Precedence Diagram Method (PDM) which aims to find out the time comparison and evaluate the solution of the project implementation time. The method was analyzed using Microsoft Excel and three scenarios were obtained for the duration of the project implementation, namely: the realization time obtained a duration of 126 calendar days, the time according to the number of workers at the location obtained a duration of 120 calendar days, and the time with the number of workers obtained a duration of 112 calendar days. Thus, the project implementation time was accelerated by 12 calendar days.
ANALISIS EFISIENSI PRODUKTIVITAS ALAT BERAT DUMP TRUCK, ASPHALT FINISHER, TANDEM ROLLER, DAN PNEUMATIC TYRED ROLLER PADA PEKERJAAN JALAN ( Study Kasus : Pembangunan Jalan Patimoa-Arawawo) Ferdinandus Antonius So; Yono Putra; Yosef Norbertus Tembu Muda
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 7 No 1 (2021): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
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Abstract

The productivity and working time of heavy equipment is one of the most important factors in determining the success of a construction project to reduce work delays which cause wasted costs. This research aims to determine the value of productivity and working time of heavy equipment on the Patimoa-Arawawo road construction project with a length of 2000 m. The heavy equipment that will be analyzed in this research is the Dump Truck, Asphalt Finisher, Tandem Roller, and Pneumatic tread roller. This research uses a method for calculating the actual production capacity of heavy equipment, namely calculating heavy equipment speed, heavy equipment cycle time, equipment efficiency factors, and the production capacity of the Asphalt Mixing Plant (AMP) used according to what happens in the field. The results of the analysis of heavy equipment productivity and working time obtained from this research are Dump trucks for HRS Base work productivity of 3.71 m3/day and working time 5 days, Dump trucks for Aggregate work productivity of 7.56 m3/hour and working time 1 day, Asphalt finisher productivity is 33.32 m3/hour and working time is 2 days, Tandem roller productivity is 23.32m3/hour and working time is 2 days, Pneumatic Tyred roller productivity is 18.29 m3/hour and working time is 2 days, and Asphalt Mixing Plant (AMP) production is 6.40 m³/hour and the working time is 6 days.
REDESAIN STRUKTUR GEDUNG KAMPUS STFK LEDALERO 3 LANTAI MENGGUNAKAN KONSTRUKSI BAJA Ignasius Anwal Mo'an Hure; Firnimus Konstantinus Bhara; Sandy I. Yansiku
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 7 No 1 (2021): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
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Abstract

Steel structures are metal structures made of structural steel components that are connected to carry loads and provide full and even stiffness and strength. The STFK Ledalero Campus Building is a multi-story building whose main structure uses a reinforced concrete structure and will be re-planned to use steel construction. This campus building is located in earthquake area 5 and will be used as offices and classrooms, so the planning for this building must meet excellent safety criteria by applicable regulations. In planning this steel structure, current standard regulations are used, namely SNI 1729:2020 which refers to the LRFD method with several load combinations by the provisions in SNI-1726-2019, SNI 1727:2020, and PPPURG 1987. Structural analysis uses the help of SAP 2000 v.14, to determine the magnitude of the moment, shear force, and axial force values in the upper structure of the building, namely the beams and columns, against the working loads. The results of the analysis of the redesign of the 3-story STFK Ledalero campus building using BJ 37 showed that the steel profile dimensions for the Main Column used WF 400x400x13x21, the Terrace Column used WF 350x350x12x19, the main beam used WF 450x200x9x14 and for the child beam used WF 350x175x7x11, the roof main beam used WF 294x20 0x8x12, Block Roof rafters use WF 244.175.7.11, Terrace Beams use WF 244.175.7.11, the conclusion is that the structure is safe against moments, shear forces and axial forces.
ANALISIS PERENCANAAN STRUKTUR GEDUNG BETON BERTULANG TAHAN GEMPA DENGAN METODE SISTEM RANGKA PEMIKUL MOMEN KHUSUS PADA BANGUNAN TIGA ( 3 ) LANTAI KAMPUS SEKOLAH TINGGI FILSAFAT KATOLIK ( STFK ) LEDALERO KABUPATEN SIKKA Fransiskus Bala Werang
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 7 No 1 (2021): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
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Abstract

The Catholic School of Philosophy (STFK) Ledalero is a Catholic higher education institution located in Maumere, Sikka Regency, East Nusa Tenggara Province, Indonesia. STFK Ledalero is undertaking the construction of a new lecture building located in the Candraaditya complex, Wairklau Street, Madawat Subdistrict, Alok District. This area is categorized as a high seismic zone (zone 5 on the Indonesian earthquake map), thus requiring careful structural design to ensure earthquake resistance. This study begins with literature review, determination of design criteria, preliminary design planning, structural modeling, structural loading, and structural analysis using the Special Moment Resisting Frame System (SRMPK) method with SAP2000 software version 14. The results show that the structure is capable of withstanding the applied loads, including seismic forces. The reinforcement details are as follows: the main beams in both X and Y directions have dimensions of 400 × 700 mm, with top support reinforcement of 10D19, bottom support 8D19, top span 10D19, bottom span 8D19, and stirrups Ø10-100 at supports and Ø10-150 in spans. The secondary beams are 300 × 600 mm, with 8D19 and 6D19 reinforcements for the top and bottom at both support and span, and stirrups Ø10-100 at supports and Ø10-150 in spans. Columns have dimensions of 600 × 600 mm with 10D19 longitudinal reinforcement and two-legged stirrups Ø10-100. The floor slabs are reinforced with Ø10-200 in both X and Y directions for spans, and Ø10-166 in X and Y directions at supports.
EVALUASI TARIF ANGKUTAN UMUM PEDESAAN PADA TRAYEK TERMINAL LOKARIA – KECAMATAN TALIBURA Fernando Nando; Alfrendo Satriawan Kabupung; Anastasia M. Noralita Soludale
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 7 No 1 (2021): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
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Abstract

Public transportation which plays an important role in supporting the mobility of rural residents is rural public transportation. The function of rural public transportation is to serve rural communities in the fields of education, economy, and trade. Demand for transportation (rural transportation) will increase along with the increase in population and increased activity of people using transportation. Rural transportation income depends on the applicable fares and the number of passengers carried. Transport companies often experience losses due to very low tariffs. Thus, it is necessary to know the amount of the company's income according to the applicable rates per unit, per day, per month, and per year according to vehicle operational costs. The tariff amount is according to Sikka Regent's Decree Number 1 of 2022 concerning temporary tariffs for public passenger transportation within the Sikka Regency area. For the Lokaria Terminal route, Talibura sub-district, it is set at IDR 25,000/passenger/day and the fare on the ground is IDR 25,000/passenger/day, and for students IDR 15,000/passenger/day, and according to calculations based on Vehicle Operating Costs (BOK ) amounting to IDR 22,000/passenger/day while student passengers IDR 14,000/passenger/day.
MODIFIKASI PELAT PENGAKU PADA PROFIL BAJA MENGGUNAKAN METODE ELEMEN HINGGA Trihantiyana Ananta Jaya; Dedi Imanuel Pau; Yono Putra
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 7 No 1 (2021): SIARTEK - Jurnal Teknik Sipil dan Arsitektur
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This study aims to analyze the influence of stiffener shape and spacing on the buckling strength and shear capacity of I-beam steel profiles using the Finite Element Method (FEM) with ANSYS software. The variations examined include triangular and convex stiffener shapes, with spacing of 1 meter and ½ meter. The main parameters analyzed are the critical buckling load, web shear strength, and the stress–strain (σ–ε) relationship of each model. The analysis results indicate that the convex stiffener with a ½- meter spacing demonstrates the best performance in resisting buckling and shear forces, achieving the highest critical load of 5630.49 N and a shear capacity of 1,526,140.98 N. Moreover, the configuration with closer stiffener spacing (½ meter) provides a more uniform stress distribution and better-controlled deformation, making it more effective in enhancing the structural stability of the steel beam. This research contributes to the understanding of efficient stiffener design, which can be applied in the planning of safe and economical steel structural elements.
ANALISIS KEMACETAN LALU LINTAS PADA RUAS JALAN NASIONAL MAUMERE – LARANTUKA (KELURAHAN GELITING KECAMATAN KEWAPANTE) KABUPATEN SIKKA - MAUMERE Riki Yohanes Moat; Yosef Norbertus Tembu Muda; Dedi Imanuel Pau
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 1 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
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Abstract

Kewapante District is one of the sub-districts in Sikka Regency with a population of 14,906 inhabitants (BPS Sikka Regency, 2022). With the large number of residents in Kewapante District, this will have an impact on increasing demand and becoming a center of activity both in socio-cultural activities, political activities, educational activities, and economic activities. On the MaumereLarantuka National road section, precisely Geliting, is an area that is crowded with motorized vehicles, at that location there is also a market so that high side barriers often occur and indirectly affect traffic flow and performance on these roads. As a state road that is often traversed by vehicles in Kewapante District, Sikka Regency, precisely on the MaumereLarantuka National road, the conditions in the field are very different. The purpose of this research is to evaluate road performance in the presence of a market. Regarding the method used to analyze the performance of the road section, the Indonesian Road Capacity Guidelines (PKJI 2014) are used, especially for urban roads. The survey was conducted for 3 (three) days, namely from Thursday, Friday and Saturday. From the survey results for three days and an analysis was carried out, it was found that the total peak volume was 1740 skr/hour, the capacity was 1771 skr/hour, the total Side Barrier was 549 events/hour and the value of the Degree of Saturation was 0.98, it can be concluded that the level of service the path is at level E. Keywords: Road Performance, Traffic Volume, Side Barriers, Degree of Saturation, Road Geometrics
ANALISA PRODUKTIVITAS DAN EFISIENSI ALAT BERAT PADA PEKERJAAN PENINGKATAN JALAN WAIGETE –GALIT Stefanus Blawir; Yosef Norbertus Tembu Muda; Alfrendo Satriawan Kabupung
SIARTEK - Jurnal Teknik Sipil dan Arsitektur Vol 9 No 1 (2023): SIARTEK - Jurnal Teknik Sipil dan Arsitektur 
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Abstract

In the process of road construction, the use of heavy equipment is very necessary in accelerating the process of carrying out work in accordance with predetermined and planned targets. Machines must be used efficiently, and productivity tool depends on type or type tool, method work, condition work field, as well as time which required for complete something profession. This study uses the actual method of calculating the productivity of heavy equipment, namely the calculation of the speed of the heavy equipment, the efficiency factor of the equipment and the productivity capacity of the heavy equipment used in accordance with what happened in field.The purpose of this final project is to determine the productivity value of heavy equipment in the Waigete - Galit Road Improvement project. Where the productivity value in asphalt pavement layer work is: 1 unit asphalt mixing plant = 16.9 m3/hour, 4 units Hino dump trucks = 3.6 m³/hour, 1 unit asphalt finisher = 18 m3/hour, 1 unit tandem roller = 15.7 m3/hour, 1 unit pneumatic tire roller = 15.9 m³/hour. And calculate the working time required for each heavy equipment based on the number of tools available, namely on asphalt pavement layer work : asphalt mixing plant = 2 days, dumpt truck = 2 days, asphalt finisher = 2 days , tandem roller = 2 days, pneumatic tyred rollers = 2 days.The calculation results obtained are real productivity with a good (good) working efficiency factor in accordance with the real working time in the field.

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