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All Journal Journal of the Civil Engineering Forum Simposium II UNIID 2017 Jurnal Berdaya Mandiri Jurnal Teknik Sipil Terapan International Journal of Health, Economics, and Social Sciences (IJHESS) Prosiding Seminar Nasional Teknologi Industri Berkelanjutan JURNAL UMBANUA Jurnal Pengabdian pada Masyarakat
Syanne Pangemanan
POLITEKNIK NEGERI MANADO JURUSAN TEKNIK SIPIL
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PENERAPAN KESELAMATAN DAN KESEHATAN KERJA PADA LABORATORIUM KONSTRUKSI SIPIL JURUSAN TEKNIK SIPIL – POLITEKNIK NEGERI MANADO Pangemanan, Syanne; Rangkang, Jeanely
Jurnal Berdaya Mandiri Vol 1, No 2 (2019)
Publisher : Universitas PGRI Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (695.832 KB) | DOI: 10.31316/jbm.v1i2.348

Abstract

Civil Construction laboratories are the means to conduct student work practices. Civil Construction Laboratory with all equipment and materials is a place of potential cause danger to the users of lecturers, technicians and students in it if not equipped with knowledge about health and Occupational safety. The cost to build occupational safety and health, the cost to buy security tools is quite large. However, occupational safety and health will also be assured. Workers ' skills and skills must be increased through education and training so as to follow the pace of development of science and technology disaster relief tools should be improved to make the catastrophe caused by the implementation of Advanced technology is not until widespread and destructive. But currently the use of safety equipment for the implementation of practice in the Civil Construction Laboratory of Civil Engineering Department of Manado State Polytechnic is still lacking. The specific purpose of dissemination of technological products to the communities to be achieved is (1) protecting and guaranteeing the safety of any lecturers, technicians, students and other people in the workplace; (2) Training K3 for lecturers and Technicians (3) The K3 Handbook for Civil Construction Laboratories. To achieve these objectives, then through the targeted external indicators are: (1) K3 equipment is personal protective equipment (APD) in the form of helmets, masks, vests, gloves and safety shoes (2) K3 Handbook, (3) Training services of K3 for lecturers and technicians and (4) publications on Local on-line mass media.
Testing Soil Properties and The Stability of Sedimentation Retaining Wall in Tondano Lake - Minahasa Pangemanan, Syanne; Sudarno, Sudarno
International Journal of Health, Economics, and Social Sciences (IJHESS) Vol 1, No 1 (2019): October
Publisher : Universitas Muhammadiyah Palu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31934/ijhess.v1i1.897

Abstract

Analysis of technical soil properties in terms of size, type, and pressure is needed for the proper development plan. Building plans, which include Sedimentation Retaining Wall, need to be able to create buildings that are safe, stable, and resistant to both vertical and horizontal forces. It requires shear resistance analysis (Pα), which is carried out through laboratory tests by estimating the value of cohesion, shear angle, soil fill weight, and density. When the shear resistance analysis has a value greater than 1.5, it means that the building is resistant to force.
ANALISIS PUSHOVER PERILAKU SEISMIK STRUKTUR BANGUNAN BERTINGKAT : STUDI KASUS BANGUNAN RUKO Syanne Pangemanan; Helen G. Mantiri
Simposium II UNIID 2017 Vol 2 (2017)
Publisher : Simposium II UNIID 2017

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (936.661 KB)

Abstract

Wilayah lndonesia memiliki kerawanan bencana alam yang frekuensinya tinggi, diantaranya bencana gempa bumi. Trend terbaru perencanaan maupun evaluasi bangunan terhadap gempa saat ini adalah perencanaan berbasis kinerja yang dikenal dengan Performance Based Earthquake Engineering (PBEE). Konsep ini dapat digunakan untuk mendesain gedung baru maupun mengevaluasi bangunan yang sudah ada. Analisa dan evaluasi kinerja dapat dilakukan dengan analisa pushover (build-in pada program ETABS) berdasarkan SNI 03-1726- 2002, ATC-40 (capacity spectrum method), FEMA 356 dan FEMA 440 (displacement coefficient method). Bangunan Ruko merupakan bangunan eksisting yang akan dievaluasi berdasarkan konsep PBEE. Analisis perhitungan dilakukan dengan memberikan pola beban lateral statik pada struktur dan meningkatkan faktor pengali secara bertahap sampai satu target perpindahan lateral dari suatu titik acuan tercapai. Target perpindahan hasil evaluasi dengan menggunakan spektrum kapasitas (ATC-40), Metode koefisien perpindahan (FEMA 356), metode koefisien perpindahan yang diperbaiki (FEMA 440) dan kinerja batas ultimit SNI 03 – 1726 – 2002, adalah untuk arah X sebesar 0,164 m sedangkan untuk arah Y sebesar 0,147 m, maka level kinerja struktur berada pada batas antara Life Safety (LS) – Collapse Prevention (CP) yang menunjukkan bahwa telah terjadi kerusakan komponen struktur, kekakuan berkurang, tetapi masih mempunyai ambang yang cukup terhadap keruntuhan, dimana komponen non-struktural masih ada tetapi tidak berfungsi tetapi dapat dipakai lagi jika sudah dilakukan perbaikan.
Shear Strength of Tack Coat on Flexible Pavement and Composite Pavement Tampanatu P. F. Sompie; Syanne Pangemanan
Journal of the Civil Engineering Forum Vol. 4 No. 2 (May 2018)
Publisher : Department of Civil and Environmental Engineering, Faculty of Engineering, UGM

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (315.183 KB) | DOI: 10.22146/jcef.31945

Abstract

Tack coat is a thin layer that spread on the surface of existing pavement or concrete pavement. The function of this layer is as an adhesive layer needed to give adhesive power between the existing pavement course and new pavement course or with the concrete pavement, therefore created one strong unity and would bond both, in order to withstand the sheer strength caused by the vehicle load on top of it. Strong adhesiveness of the tack coat course will add sheer strength between the interfaces of the pavement courses. Strong adhesiveness is gained from the asphalt mixed with solvent, therefore created the right viscosity level of the tack coat solution. This research was aimed to measure the sheer strength of tack coat by using modified direct shear asphalt samples. The research method used was by using gauge to measure the sheer strength of tack coat on asphalt sample which was the modified direct shear. While the samples were consisted of 2 types, the asphalt solvent sample as a model of flexible pavement course of AC-WC pavement type with optimum asphalt content of 6.1%, and concrete solvent sample as a model of rigid pavement. These samples were made in briquette form, made with Marshall Mould with 4 inches diameter. The tack coat solvent was made in three solvent variations, which was referring to the standard of the Directorate General of Highways. From this research, it could be concluded that the highest shear strength for flexible pavement was reached on the tack coal solvent mix composition of 30 pph and composite pavement of 15 pph. Tack coat spread rate of 0.25 l/m2 gave highest shear strength on flexible pavement and composition pavement of 0.35 l/m2. Balance was reached on flexible pavement on tack coat variation of 30 pph and 50 pph; while on composite pavement, balance was reached on tack coat solvent variation of 15 pph and 30 pph. This modified direct shear sample could be a method to measure shear strength of tack coat on flexible pavement and composite pavement.
Pembuatan Bata Beton Menggunakan Limbah Styrofoam Syanne Pangemanan; Sudarno Sudarno
Jurnal Teknik Sipil Terapan Vol 2 No 2 (2020): JTST, e-ISSN 2714-7843
Publisher : Politeknik Negeri Manado

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47600/jtst.v2i2.247

Abstract

Penelitian ini bertujuan untuk mengurangi limbah styrofoam dan memanfaatkan penggunaanya, dan membuat komposisi campuran bata beton (batako) dengan bahan tambah limbah styrofoam sesuai dengan Standar Nasional Indonesia (SNI). Dan juga untuk melakukan pengujian dan analisa kuat tekan, kuat lentur, dan penyerapan air batako. Penelitian bersifat uji laboratorium. Berdasarkan hasil penelitian menunjukkan bahwa pengujian kuat tekan beton untuk batako normal mendapatkan hasil standar mutu kelas III, dan untuk batako dengan campuran styrofoam tidak memenuhi standar mutu kelas I, II, III, dan IV sesuai SNI-03-034-1989. Untuk pengujian kuat lentur baik untuk batako normal dan batako styrofoam tidak memenuhi standar kuat lentur yang disyaratkan sebesar 10 MPa. Nilai initial rate of suction (IRS) di simpulkan mempunyai daya serap yg rendah, sehingga pada pekerjaan pemasangan batako tidak diperlukan perendaman. Dari segi berat batako Styrofoam lebih diuntungkan dengan perbandingan berat sebesar 852 kg/m3.
Testing Soil Properties and The Stability of Sedimentation Retaining Wall in Tondano Lake - Minahasa Syanne Pangemanan; Sudarno Sudarno
International Journal of Health, Economics, and Social Sciences (IJHESS) Vol. 1 No. 1 (2019): October
Publisher : Universitas Muhammadiyah Palu

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

Abstract

Analysis of technical soil properties in terms of size, type, and pressure is needed for the proper development plan. Building plans, which include Sedimentation Retaining Wall, need to be able to create buildings that are safe, stable, and resistant to both vertical and horizontal forces. It requires shear resistance analysis (Pα), which is carried out through laboratory tests by estimating the value of cohesion, shear angle, soil fill weight, and density. When the shear resistance analysis has a value greater than 1.5, it means that the building is resistant to force.
Faktor-Faktor Peningkatan Kepuasan Pelanggan Dan Kualitas Layanan Pada Proses Stevedoring Di Terminal Peti Kemas Syanne Pangemanan; Sumarni Hamid Aly; Muralia Hustim; Mubassirang Pasra
Prosiding SENASTITAN: Seminar Nasional Teknologi Industri Berkelanjutan Prosiding SENASTITAN Vol. 02 2022
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (509.471 KB)

Abstract

Indonesia sebagai negara kepulauan memiliki potensi besar dalam peningkatan perekonomian karena letaknya yang strategis di persilangan jalur perdagangan internasional, sehingga peranan pelabuhan sangat vital. Kehadiran pelabuhan yang memadai berperan besar dalam menunjang mobilitas barang dan manusia. Pelabuhan menjadi sarana penting untuk menghubungkan antar pulau ataupun antar negara. Pembenahan dan perhatian khusus untuk infrastruktur transportasi di Indonesia masih dibutuhkan. Selain jumlah yang masih kurang memadai, begitu juga dengan aspek kualitas pelayanan prasarana dan infrastruktur masih cukup memprihatinkan. Untuk itu dibutuhkan upaya dan kiat-kiat khusus pada penyelamatan infrastruktur dan prasarana transportasi, sehingga eksistensinya dapat memberikan manfaat. Penelitian ini bertujuan untuk menganalisa faktor-faktor peningkatan kepuasan pelanggan dan kualitas layanan pada proses stevedoring, saat kegiatan membongkar barang dari kapal ke dermaga, atau sebaliknya memuat dari dermaga ke kapal. Penelitian ini difokuskan pada kepuasan pelanggan dan kualitas layanan di terminal peti kemas. Metode yang digunakan untuk melihat faktor-faktor tersebut adalah Structural Equation Modelling (SEM). Hasil yang diharapkan adalah menemukan faktor-faktor yang berpengaruh terhadap peningkatan kepuasan pelanggan dan kualitas layanan pada proses stevedoring di terminal peti kemas.Kata kunci: stevedoring, terminal peti kemas, kepuasan pelanggan, kualitas layanan.
Keselamatan dan Kesehatan Kerja bagi Penambang Pasir di Desa Watudambo Dua, Minahasa Utara Syanne Pangemanan; Jeanely Rangkang
JURNAL UMBANUA Vol 2 No 1 (2022): JURNAL UMBANUA POLITEKNIK NEGERI MANADO
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat Politeknik Negeri Manado

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (263.139 KB)

Abstract

Today's infrastructure development in North Sulawesi Province greatly influences and changes the socio-economic conditions of the surrounding community due to the opening of job opportunities. The need for building materials used in construction is very high. Mining minerals in North Minahasa Regency are types of industrial minerals such as stone, sand and stone / gravel. One type of mineral that is widely cultivated by community groups is sand mining. This research is a descriptive study with a quantitative approach to documentation and interviews. The research subjects were the village government, land owners and mining workers. Based on the results obtained on the activities of mining workers for the application of occupational safety and health, it is in the poor category. Barriers that affect the implementation of K3 include the lack of awareness of the importance of K3 and no special costs for the procurement of personal protective equipment (PPE). Efforts have been made to overcome these obstacles, namely by introducing knowledge and technology on the importance of K3 in carrying out sand mining work
Co-Authors Helen G. Mantiri, Helen G. Mubassirang Pasra Muralia Hustim Rangkang, Jeanely Sudarno Sudarno Sudarno Sudarno Sudarno Sudarno Sumarni Hamid Aly Tampanatu P. F. Sompie