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Frans, Pieter L
Politeknik Negeri Ambon
Religion Humanities Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation Other

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ANALISIS MOMEN TULANGAN SISTEM RANGKA TERHADAP KAPASITAS LENTUR BALOK BETON BERTULANG Pieter L Frans
JURNAL SIMETRIK Vol 9, No 2 (2019)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (737.152 KB) | DOI: 10.31959/js.v9i2.412

Abstract

Tulangan yang digunakan untuk balok beton pada saat ini umumnya berupa tulangan geser atau sengkang dipasang secara tegak lurus terhadap sumbu balok. Gagasan yang melatari tajuk permasalahan ini timbul dari hasil pengamatan penulis terhadap penggunaan tulangan sistem rangka balok beton bertulang dengan mengubah konfigurasi tulangan geser vertikal menjadi tulangan miring yang kurang akan teori terkait penggunaannya. Penelitian ini bertujuan untuk menganalisis kapasitas momen lentur balok beton tulangan sistem rangka dan menghasilkan persamanaan teoritis momen lentur penahan tulangan sistem rangka. Penelitian ini merupakan penelitian ekeperimental laboratorium dengan rancangan benda uji sebanyak dua belas  benda uji yang terdiri dari tiga balok normal (BN) sebagai balok variabel kontrol dan sembilan balok tulangan sistem rangka (BTR) sebagai variabel bebas. Data dianalisis dengan menggunakan metode kekuatan (strength design method). Hasil penelitian menunjukan bahwa penggunaan tulangan sistem rangka meningkatkan kekuatan balok pada saat mencapai beban ultimit terhadap kapasitas lentur dengan momen penahan rangka MPF pada balok BTR25 sebesar 10,23%, balok BTR50 sebesar 7,47% dan balok BTR75 sebesar 4,60%.
ANALISIS KARAKTER GELOMBANG UNTUK PENEMPATAN INFRASTRUKTUR PARAWISATA PANTAI DESA AMAHUSU Pieter Lourens Frans; Christina Siwalette
JURNAL SIMETRIK Vol 11, No 2 (2021)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v11i2.844

Abstract

Sektor pariwisata menjadi fokus pemerintah terkait bertambahnya kunjungan wisatawan mancanegara ke Indonesia. Pemerintah Kota Ambon dengan memanfaatkan agenda tahunan Darwin-Ambon Yacht Race (DAYR) telah menetapkan Desa Amahusu Kecamatan Nusaniwe sebagai destinasi wisata pantai. Permasalahan di daerah pantai Desa Amahusu adalah erosi pantai yang disebabkan oleh hantaman gelombang. Untuk mengatasi permasalahan tersebut diperlukan kajian yang tepat mengenai karakter gelombang seperti tinggi gelombang, periode dan arahnya datang. Penelitian ini bertujuan untuk menganalisa karakter gelombang pantai Desa Amahusu. Metode penelitian ini merupakan studi kasus dengan teknik analisis menggunakan Mavic pro 2 camera untuk mengukur topografi pantai, metode Admiralty untuk memperoleh tipe dan elevasi muka air laut, Software Windrose untuk memperoleh kecepatan dan arah angin, metode Shore Protection Manual untuk memperoleh karekteristik gelombang. Hasil penelitian menunjukan bahwa tinggi gelombang representative sebesar Hs = 0,78 m dalam waktu Ts 4,57 detik, bahwa pada periode 2 tahunan hingga 50 tahunan akan terjadi tinggi gelombang ekstrim berkisar antara Hs = 0,77 m sampai 0,86 m dengan waktu berkisar antara Ts = 4,53 sampai 4,84 detik terjadi dari arah Barat.
PERILAKU DEFLEKSI BALOK BETON TULANGAN SISTEM RANGKA DENGAN JARAK SPASI SEPEREMPAT TINGGI EFEKTIF BALOK Pieter Lourens Frans; Josephus R. Matitaputty
JURNAL SIMETRIK Vol 10, No 2 (2020)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v10i2.573

Abstract

Penyelidikan defleksi telah dilakukan sebelum tahun 1970-an dan analisisnya memberikan batasan tegangan beton sekitar 45% dari kekuatan tekannya dan tegangan baja 50% dari kekuatan lelehnya pada balok beton bertulang. Pada umumnya balok beton bertulang menggunakan tulangan sengkang dipasang secara tegak lurus terhadap sumbu balok guna menahan kekuatan gaya geser. Perubahan geometrik tulangan sistem rangka dapat meningkatkan kekuatan geser dan kekuatan lentur serta mengurangi besarnya defleksi pada balok. Oleh pengamatan penulis, bagaimana perilaku defleksi balok beton dengan mengubah konfigurasi tulangan geser vertikal menjadi tulangan miring. Pada penelitian ini bertujuan untuk menganalisis perilaku defleksi balok beton tulangan sistem rangka dengan jarak spasi seperempat dari tinggi efektif balok. Penelitian ini merupakan penelitian ekeperimental laboratorium dengan rancangan benda uji sebanyak enam benda uji yang terdiri dari tiga balok normal (BN) sebagai balok variabel kontrol dan tiga balok tulangan sistem rangka dengan jarak spasi 0,25d (BTR25) sebagai variabel bebas. Data dianalisis dengan menggunakan metode kekuatan (strength design method). Hasil penelitian menunjukan bahwa perilaku defleksi balok beton tulangan sistem rangka dengan jarak spasi seperempat dari tinggi efektif balok (BTR25) mempunyai kemampuan layan (serviceability) lebih baik dan meningkatkan kapasitas lentur balok Mu hingga 10,23% serta dapat mengurangi besar lendutan dari balok BN.
PERILAKU DEFLEKSI BALOK BETON TULANGAN SISTEM RANGKA DENGAN JARAK SPASI SEPERDUA TINGGI EFEKTIF BALOK Tonny Sahusilawane; Pieter Lourens Frans
JURNAL SIMETRIK Vol. 12 No. 1 (2022)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v12i1.1066

Abstract

Penyelidikan defleksi telah dilakukan sebelum tahun 1970-an dan analisisnya memberikan batasan tegangan beton sekitar 45% dari kekuatan tekannya dan tegangan baja 50% dari kekuatan lelehnya pada balok beton bertulang. Pada umumnya balok beton bertulang menggunakan tulangan sengkang dipasang secara tegak lurus terhadap sumbu balok guna menahan kekuatan gaya geser. Perubahan geometrik tulangan sistem rangka dapat meningkatkan kekuatan geser dan kekuatan lentur serta mengurangi besarnya defleksi pada balok. Oleh pengamatan penulis, bagaimana perilaku defleksi balok beton dengan mengubah konfigurasi tulangan geser vertikal menjadi tulangan miring. Pada penelitian ini bertujuan untuk menganalisis perilaku defleksi balok beton tulangan sistem rangka dengan jarak spasi seperdua dari tinggi efektif balok. Penelitian ini merupakan penelitian ekeperimental laboratorium dengan rancangan benda uji sebanyak enam benda uji yang terdiri dari tiga balok normal (BN) sebagai balok variabel kontrol dan tiga balok tulangan sistem rangka dengan jarak spasi 0,50d (BTR50) sebagai variabel bebas. Data dianalisis dengan menggunakan metode kekuatan (strength design method). Hasil penelitian menunjukan bahwa perilaku defleksi balok beton tulangan sistem rangka dengan jarak spasi seperdua dari tinggi efektif balok (BTR50) mempunyai kemampuan layan (serviceability) lebih baik dan meningkatkan kapasitas lentur balok Mu hingga 7,47% serta dapat mengurangi besar lendutan dari balok BN.
TINJAUAN PERHITUNGAN STRUKTUR ATAS PADA GEDUNG AUDITORIUM IAIN KOTA AMBON DENGAN METODE KEKUATAN BATAS Juan Filex Soselisa; Pieter Lourens Frans; Vector. R. R. Hutubessy
Journal Agregate Vol. 1 No. 1 (2022): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Construction of Ambon City IAIN Auditorium Building became the object of research because problems that occurred the building, namely upper structure, especially stands with different elevation height structures. Based on data obtained, image data including floor plans, visible drawings, section drawings, and structural drawings, beam and column reinforcement details to calculate dimensions structural components originating the project. Then Boundary Strength Method determined using etabs V18.0.2 software aimed analyzing insecurity structure. Overview of Upper Structure Calculations at Ambon City IAIN Auditorium Building, using limit strength method. The results obtained from this method are to obtain stress value that linearly proportional to strain until yield stress is reached, to produce ideal structure, produce dimensions and reinforcement structures in stands. The idealization superstructure structure results in moment-bearing frame structure that meets capacity requirements and able to carry the loads acting on structure. Dimensions and Reinforcement Structures obtained Column Dimensions 50 x 50 cm with the Number of Reinforcements 12-D25, While Beams obtained Dimensions of 30 x 50 cm with the Number Reinforcements in Support Section obtained 12-D19, in Field Section 8-D19 obtained, then compared with existing structure Dimensions of Column 1 (70 x 70 cm) with Total Reinforcement 16-D25, column 2 (110 x 70 cm) with total reinforcement 22-D25, for Beams obtained Dimensions of 40 x 60 cm with Total Reinforcement at Support Section obtained 8-D22 , in Field Section 6-D22 is obtained. From results of review and existing results is stated that smaller dimensions and reinforcement are able to withstand working load. Keywords: Overview of Superstructure, Columns and Beams, Boundary Strength
ANALISIS PERILAKU KEKAKUAN LANTAI STRUKTUR GEDUNG HOTEL ZEST AMBON MENGGUNAKAN METODE RESPONS SPEKTRUM Victor C. M Latumeten; Pieter Lourens Frans; Vector R. R. Hutubessy
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i2.1372

Abstract

Earthquakes that occur can sometimes affect the structure of the building. This research was conducted to determine the effect of the earthquake on the building of the Zest Ambon hotel building which was newly build in 2018. This study aims to analyze the behavior of floor stiffness in Zest Hotel Ambon building, resulting in a large displacement value in Zest Hotel Ambon building. Data collected in this present strudy is primary data in the form of a map of the building layout, secondary data in the form of structural drawings of the zest hotel buildings. Analysis of floor stiffness and displacement of zest hotel ambon building using ETABS (Extended three analysis building systems) software with dynamic load response spectrum based on the soil site class SNI-03-1726-2019.The result of analysis showed that the deviation value between floor is still within permit limit determined by SNI-03-1726-2019and the largest amount of displacement value found on 11th floor with an X direction of 21,6 mm and a Y direction of 21,7mm where higher the floor level in the building, the greater the displacement value.
OPTIMALISASI STRUKTUR RANGKA BATANG JEMBATAN WAY MAMUA KABUPATEN MALUKU TENGAH Pedro Aloon; Pieter Lourens Frans; Godfried Lewakabessy
Journal Agregate Vol. 2 No. 2 (2023): September
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i2.1376

Abstract

The truss structure of the bridge is formed from several arrangement of rod elements which are connected by joint joints at the point of connection. The actual conditions in the field on the main frame structure of the Way Mamua bridge, Leihitu District, Central Maluku Regency, have dimensions of the steel cross-section that are quite large and not optimal, so that in this present study aims to analyze the rod forces of the Way Mamua Bridge structure and optimize the cross-sectional dimensions of the Way Mamua Bridge trunk frame. The methods used in this study are the ritter and cremona methods, as well as cross-sectional optimization simulations using the help of the SAP2000 program. Loading Standards for Bridges based on SNI 1725:2016 and Steel Structure Planning Standards for Bridges are used by SK regulations. SNI T-03-2005. Based on the results analysis of the rod forces of the Way Mamua Bridge structure, a minimum bar force was obtained for the upper horizontal bar, the lower horizontal bar and the diagonal bar totaling 2 bars. The maximum bar force for the upper horizontal bar is 1 bar, while the lower horizontal bar and diagonal bar are 2 bars with accepted forces namely compressive and tensile forces. The optimization results obtained an increase in the percentage of cross-sectional dimensions to the cross-sectional area for the upper horizontal bar by 2%, the lower horizontal bar and diagonal bar experienced a percentage reduction of 64% and 54% of the cross-sectional dimensions under actual conditions in the field. From the optimization results, the voltage ratio is not > 1 so that it can be concluded that the bridge bar truss structure is still in safe condition.
Developing Citizenship Attitudes and Skills For Civil Engineering Graduates Through Problem-Based Learning Model Approach Frans, Pieter Lourens; Abdin, Maslan; Jakob, Juvrianto Chrissunday
Jurnal Kewarganegaraan Vol 21, No 1 (2024): Maret 2024
Publisher : Department of Pancasila and Civic Education, Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/jk.v21i1.56108

Abstract

AbstrakSikap dan keterampilan kewarganegaraan merupakan hal yang krusial dalam menghadapi tantangan dunia kerja. Dengan pendekatan Model Problem-Based Learning lulusan Teknik Sipil Politeknik Negeri Ambon dapat mengembangkan sikap dan keterampilan secara konkret melalui pengalaman praktis. Dengan demikian, penelitian ini memiliki relevansi yang signifikan untuk mempersiapkan lulusan dalam menghadapi perubahan zaman dan tuntutan dunia kerja yang semakin dinamis. Penelitian menggunakan pendekatan mixed method yaitu penggabungan data penelitian kuantitatif dan kualitatif,  Hasil penelitian yang didapat yaitu dari 19 mahasiswa yang mengikuti pembelajaran nilai rata-rata (Mean) hasil belajar mahasiswa pada variabel sikap sebesar 3,47 selanjutnya variabel keterampilan sebesar 3,53. pembelajaran dengan pendekatan model project based learning menunjukkan dampak positif dengan penilaian baik dan baik sekali, pada sikap mahasiswa mampu menggagas alternatif solusi, kontribusi dan menunjukkan integritas. Pada keterampilan mahasiswa mampu membangun jejaring merefleksikan hal-hal selama proses, memiliki semangat untuk terus memperbaiki lebih baik, mengimplementasikan solusi dan memiliki inisiatif untuk perbaikan bersama.--------------------AbstractHaving the right attitudes and abilities related to citizenship is essential when it comes to dealing with the problems of the professional sphere. The Problem-Based Learning Model enables Civil Engineering graduates from Politeknik Negeri Ambon to cultivate tangible attitudes and abilities via hands-on experience. Therefore, this research holds great importance in equipping graduates to confront the evolving circumstances and the progressively dynamic requirements of the professional sphere. The study employed a hybrid methodological approach, specifically integrating both quantitative and qualitative research data. The research findings were derived from a sample of 19 participants who participated in the study. The mean value of student learning outcomes for the attitude variable was 3.47, while for the skill variable it was 3.53. Implementing a project-based learning paradigm has been found to have a favourable effect on students' attitudes, as evidenced by their ability to provide innovative ideas, actively contribute, and demonstrate integrity, leading to positive assessments. Regarding talents, students possess the ability to establish connections, engage in reflective thinking, have a persistent drive for self-improvement, effectively execute solutions, and exhibit proactive behaviour towards mutual enhancement.
TINJAUAN FONDASI TIANG PANCANG PADA BANGUNAN RTMC POLDA MALUKU Lestaluhu, Apriyanti; Frans, Pieter Lourens; Titaley, Henriette Dorothy
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.1993

Abstract

The foundation of the RTMC Polda Maluku building has changed in the length of the piles used during implementation that is not in accordance with the plan, raising the question of whether the pile foundation with its carrying capacity is able to accept the load working on it. The purpose of this study is to obtain the results of calculating the carrying capacity and lowering of pile foundations in the RTMC building of the Maluku Regional Police using the Meyerhoff method based on Sondir test result data, SPT and laboratory test result data. This study shows that the calculation of the ultimate carrying capacity obtained the ultimate carrying capacity value of single piles from sondir data of 305.6 tons, and SPT data of 595.2 tons and laboratory data of 150.88 tons. This shows that the largest carrying capacity results are based on SPT data, then followed by sondir data and the smallest is the carrying capacity based on laboratory data results. The calculation of the decline in the pile foundation with the number of 2 piles shows a single decrease of 0.0062 m and a decrease in the pile group of 0.015 m and the result of the decline in the pile foundation with a total of 3 piles shows a single decrease of 0.0063 m and a decrease in the group of 0.015 m. This shows that the decrease in the foundation of 2 poles and 3 poles is smaller than the allowable decrease of 0.15 m so that the decrease is declared safe.
TINJAUAN PERHITUNGAN RAB PEMBANGUNAN GEDUNG BERDASARKAN PERMEN PUPR NO. 1 TAHUN 2022 (Pada Pembangunan Ruang Kelas Baru Madrasa Tsanawiya Negeri 6 Maluku Tengah) Patty, Marvin Patrick; Frans, Pieter Lourens; Gaspersz, Willem
Menara: Jurnal Teknik Sipil Vol. 19 No. 1 (2024): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v19i1.39388

Abstract

ABSTRACT Cost budget plan is a careful cost budget planning needed in the implementation of the construction of a project that contains budget details in the form of workers' wages, material costs and tools to be used. The Ministry of Public Works issued an Analysis of the Unit Price of Work in 2016 and updated with the Analysis of the Unit Price of Work 2022 issued on January 5, 2022 through Public Works and Public Housing Regulation number 1 of 2022. In the new classroom construction project, MTS N 6 Central Maluku uses the calculation of the project cost budget according to Unit Price Analysis of Work Minister of Public Works and Public Housing number 28/PRT/2016, this is because planning was carried out before the issuance of Unit Price Analysis of Work 2022. With the Unit Price Analysis of Work update in 2022, the author will use Public Works and Public Housing Regulation number 1 of 2022 as a basis for review to analyze the Cost Budget Plan for the MTS N 6 Central Maluku project. Keywords: Cost Budget Plan, Unit Price Analysis of Work, Public Works and Public Housing Regulation number 1 of 2022
Co-Authors Abdin, Maslan Achmad, Abdulazizsyah Aloon, Pedro Apalem, Delvia Rimesye Bernard, Rudolf Betaubun, Renny James Christina Siwalette Edison Hukom Fauzan, Anang Sulthoni Gaspersz, Willem Godfried Lewakabessy Hutubessy, Vector R. R. Jakob, Juvrianto Chrissunday Josephus R. Matitaputty Juan Filex Soselisa Juvrianto Chrissunday Jakob La Ani, Nindi Latumapayahu, Fikri R Latumeten, Victor C. M Lestaluhu, Apriyanti Lewakabessy, Godfried Molle, Tissa Rufus Apolos Pattiwael, Krisselto Patty, Marvin Patrick Pedro Aloon Pormes, Selvi Christin Siahay, Margie Civitaria Sinmiasa, Filimon Tahya, Hendrie Talakua, Elisabeth Titaley, Henriette Dorothy Tonny Sahusilawane Toreh, Octovianus Antonius Vector R. R. Hutubessy Vector. R. R. Hutubessy Victor C. M Latumeten Wattimena, Linda Euaggelion