bluuebunny/crossref_metadata_2025_split huggingface dataset:
ANALISIS UJI KUAT TEKAN BATAKO DENGAN CAMPURAN DEDAK PADI
Authors: Yudhiansyah Ali , Ishak Ishak , Kurniawan Deddy 
Published: June 2023

Brick is one of the building materials in the form of rock whose hardening is not burned and in the form of a mixture of sand, cement, water, and in its manufacture can be added with other materials (additive). Printed in such a way as to meet the requirements that can be used as material for wall cladding. One alternative that will be used to overcome the above problems is to make bricks with rice bran added material. By utilizing agricultural waste in the form of rice bran, it is expected to reduce environmental pollution and reduce damage to agricultural land. then the formulation of the problem can be taken, namely how is the effect of the compressive strength of brick with the addition of rice bran. knowing the strength of ordinary bricks with bricks that have been mixed with additive materials in the form of rice bran with a composition of 0%, 5%, 10%, 15%. In this study the author uses the experimental method which is a type of quantitative research. This study is intended to examine the effect of a treatment on the object of research. In this study, the test object was made by adding rice bran as a mixture of brick mortar. Then the compressive strength of the bricks was tested at the age of 28 days which made it possible for the bricks to have reached the maximum compressive strength value. From the results of the brick testing, it can be concluded that the composition of rice bran as much as 5% is the most idealmixture because the average compressive strength reaches 112.38 Kg/cm2. with the addition of 10% rice bran, the average compressive strength was 75.55 Kg/ cm2, compared to normal brick which was only 62.33 Kg/ cm2, but after the addition of 15% rice bran the compressive strength decreased to 28.33 Kg/ cm2. With the addition of rice bran to the composition of the concrete block mixture, the average weight of the specimens decreased, because the cavities in the bricks were filled with fine grained rice bran. This shows a high value in the composition of 5% to 10%, because it meets the quality requirements for compressive strength in terms of the established standards, namely SNI 3-0349-1989. The values obtained meet the quality level categories I and II, namely > 100 Kg/ cm2and 70 Kg/ cm2based on the SNI 3-0349-1989 standard.Keywords: Brick, Rice Bran, Compressive Strength.
ANALISIS KERUSAKAN PERKERASAN JALAN DENGAN METODA BINA MARGA DAN PAVEMENT CONDITION INDEX (PCI) (Studi kasus : Jl. Lintas Sumatera Km 203 - 213)
Authors: Lailatul Jannah Rowinanda , Yermadona Helga , Dewi Selpa 
Published: June 2023

Prasarana transportasi jalan yang setiap waktu terbebani oleh volume lalu lintas yang tinggi dan berulang-ulang akan menyebabkan terjadinya penurunan kualitas perkerasan jalan. Evaluasi kondisi perkerasan jalan sangat perlu dilakukan untuk monitoring seberapa tingkat kerusakan yang terjadi pada suatu ruas jalan. Metode yang digunakan dalam rangka menentukan tingkat nilai kondisi kerusakan perkerasan jalan yaitu metode Bina Marga dan Pavement Condition Index. Penelitian bertujuan untuk mengetahui tingkat nilai kondisi perkerasan jalan dari kerusakan yang terjadi pada Jalan Lintas Sumatera di Km 203-213 di Kabupaten Dhamasraya yang merupakan jalan. Penilaian kondisi perkerasan disertai dengan usulan perbaikan yang direkomendasikan berdasarkan kerusakan perkerasan jalan. Perhitungan nilai kondisi berdasarkan pengamatan survei dengan metode Bina Marga termasuk program pemeliharaan berkala dengan usulan perbaikan antara lain penebaran pasir, pengaspalan, penutupan retak, penambalan lubang, dan perataan.Sedangkan metode Pavement Condition Index termasuk kategori baik dengan usulan perbaikan antara lain penambahan pasir, penutupan retak, penambalan parsial, penutup permukaan, dan overlay. Kerusakan paling parah terjadi pada Segmen 8 (210+000 - 211+000) dengan kategori sangat buruk. Kata Kunci: Bina Marga, Pavement Condition Index (PCI), Nilai Kondisi, Usulan Perbaikan
TINJAUAN PERENCANAAN JARINGAN PERPIPAAN DISTRIBUSI AIR BERSIH DI KENAGARIAN TARAM KECAMATAN HARAU
Authors: Andreas Juvano Riski , Yermadona Helga , Susanti Yusman Ana 
Published: June 2023

Tinjauan Perencanaan Jaringan Perpipaan Distribusi Air Bersih Di Kenagarian Taram Kecamatan Harau bertujuan untuk mengetahui penggunaan jaringan perpipaan melalui Program Penyedia Air Minum dan Sanitasi Berbasis Masyarakat (PAMSIMAS) di Kenagarian Taram. metode perencanaan yang mencakup lokasi penelitian, data penelitian, metode analisis data dan bagan alir penelitian. Dalam penelitian ini didapatkan Kebutuhan air harian maksimum dan jam puncak pada kenagarian Taram pada tahun 2020 dengan kebutuhan harian maksimum sebesar 0,6516 liter/detik dan pada saat jam puncak sebesar 0,9123 liter/detik, Rencana Anggaran Biaya pemasangan pipa di kenagarian taram sebesar Rp 5.660.762,40 ( Lima Juta Enam Ratus Enam Puluh Tujuh Ratus Enam Dua koma Empat Puluh Rupiah). Pertumbuhan penduduk dengan analisis aritmatik dan geometrik pada tahun 2020 proyeksi rata-rata terdapat 8598 jiwa dan di asumsikan untuk 10 tahun mendatang pada tahun 2030 dengan data 10007 jiwa sedangkan nilai pipa untuk menyalurkan ke layanan dengan pipa trasmisi dan pipa distribusi dengan total 7428 m. Dengan adanya tinjauan perencanaan jaringan pipa distribusi air bersih di kenagarian Taram dapat memenuhi dan mencukupi kebutuhan air bersih untuk kebutuhan sehari-hari. Kata Kunci : Jaringan Pipa, Penduduk, Air Bersih
PERENCANAAN STRUKTUR ATAS GEDUNG KULIAH UNIVERSITAS MOHAMMAD NATSIR BUKITTINGGI
Authors: Wira Sanjani George , Yermadona Helga , Kurniawan Deddy 
Published: June 2023

The Muhammad Natsir University Lecture Building, Bukittinggi, was built on three floors. This college building is located in the city of Bukittinggi. The structure of this building is designed to be earthquake resistant so that it uses the Special Moment Resistant Frame System (SRPMK), SNI2847:2019. The analysis of the structure of the building starts from the preliminary design, calculation of loads and working forces, calculation of reinforcement dimensions and analysis of the strength of the structure. Calculation of working forces using the Etabs application version 18. After the dimensions and the amount of reinforcement in the structural elements are obtained, it is continued with the description of the building structure. Based on the analysis that has been done, the dimensions of the column used are 350x400 mm with 12D19 mm principal reinforcement and 10–150 mm shear reinforcement. For beams, there are 5 types with the longest span of 6 m using beam dimensions of 300x400 mm with the main reinforcement at the support 7D19 mm and 5D19 mm in the field, while the shear reinforcement uses D10–125 mm at the support and 10–150 mm in the field. In the ring beam there are also 5 types with the longest span of 6 m, the dimensions of the beam ring used are 300x400 mm with 7D13 mm main reinforcement and 8-200 mm shear reinforcement and 8-250 in the field. For Floor Plate thickness 120 mm with reinforcement D10-110 mm. Keywords: Special Moment Bearing Frame System (SRPMK), SNI 2847:2019, Etabs version 18, structural elements, structures
TINJAUAN PERENCANAAN DRAINASE JALAN RAYA SIMPANG EMPAT – AIR BALAM KABUPATEN PASAMAN BARAT
Authors: Afrian Ronal , Masril Masril , Susanti Yusman Ana 
Published: June 2023

The problem of flooding or inundation often occurs on Indonesian roads, including on the Simpang Empat-Air Balam road, West Pasaman Regency. So that it annoys road users and causes damage to the pavement. Stagnant caused by a drainage system that is not optimal due to sedimentation in the curb inlet and in the side channel. So to find out how the drainage system is performing, a hydrological analysis is carried out to calculate the design discharge for a period of 10 years according to the drainage area and typology of the district and then compared with the discharge of the existing channel and culvert. The results of the comparison of the planned discharge and the existing discharge indicate that the side channel cannot accommodate the design discharge, so it is necessary to redesign the dimensions of the side and culvert. Keywords: hydrological analysis, design discharge, side dimension re-planning
PERANCANGAN APLIKASI UMSTATIKA BERBASIS ANDROID SEBAGAI MEDIA PEMBELAJARAN PADA MATERI STATIKA TERTENTU
Authors: Irawan Ade Putra , Amigo Chendra , Susandy Ryan Evian , Lestari Suci , Yermadona Helga , Bastian Elfania 
Published: June 2023

The purpose of this study is to create and implement effective learning media to facilitate lecturers and students in conducting learning in the Civil Engineering Study Program, Faculty of Engineering, Muhammadiyah University, West Sumatera, namely designing Umstatika learning applications by designing using use case diagrams, making the system in accordance with the design that has been made and implement the system that has been created and perform testing on the system. In collecting data, researchers used the method of observation, interviews and literature study. Meanwhile, in developing the system, researchers use the type of Research and Development (R&D) research referring to the waterfall model. Applications made using Android Studio, Figma. Applications that have been made are tested using the black box testing method. This research produces an “Umstatika App” learning application that helps the faculty in carrying out the learning process during lectures and also helps students to make it easier to learn certain basic statics materials anywhere and anytime. Keywords: Aplikasi Mobile, Umstatika, android studio, figma, waterfall.
EVALUASI TARIF ANGKUTAN UMUM BERDASARKAN BIAYA OPERASIONAL KENDARAAN (STUDI KASUS ANGKOT KUD TRAYEK BUKITTINGGI - SUNGAI PUA)
Authors: Yusuf Adriyanto , Ishak Ishak , Putra Yorizal 
Published: June 2023

Public transportation is used by the public in activities to move goods or people from one place to another. In using public transport services, people pay tariffs according to government. Changes in economy give an impact on public transportation tariffs. Tariffs of public transportation should match the BOK's calculations analysis. The study conducted a calculation analysis of BOK in determined tariffs public transportation of KUD route of Sungai Pua – Bukittinggi. An analysis based on BOK has been obtained there is a discrepancy between tariffs by government and in the field based on BOK. Tariffs that determined by government and in the fields in amount of Rp. 5.000,00 and the result based on BOK, tariffs on Monday about Rp. 4539.94 until Rp. 4.969,02 and Saturday about Rp. 4173,99 until Rp. 4.969,02. It can concluded that the differences between tariffs, determine by government and in the field with tariffs based on BOK calculations about Rp. 271,65 on Monday and Rp. 493,80 on Saturday. The aim of this study are for public transportation entrepreneurs to provide prime services to people who use public transportation and government are expected to issue policies that will increase the interest of public to use public transportation services. Keywords : Tariff Evaluation, Public Transportation, BOK.
EVALUASI KEMAMPUAN RUMAH TINGGAL SEDERHANA DI NAGARI KAJAI KECAMATAN TALAMAU AKIBAT GEMPA PASAMAN BARAT
Authors: Antoni Sepriko , Masril Masril , Bastian Elfania 
Published: June 2023

Nagari Kajai adalah salah satu Nagari yang terletak di Kecamatan Talamau, Kabupaten Pasaman Barat, Sumatera Barat. Dengan luas Nagari : 111,58 Kilometer Persegi atau 34,41 persen dari luas Kecamatan Talamau. Nagari Kajai berpenduduk 11.667 jiwa (2017) .Nagari Kajai merupakan salah satu Nagari yang terkena dampak gempa Pasaman Barat (25 Februari 2022) dengan kekuatan 5,2 dan 6,2 Magnitudo (M).Metode yang digunakan dalam peneltian ini adalah metode ATC-40 dan FEMA 273/356 pada aplikasi SAP 2000 dengan kuat tekan beton 14,525 Mpa didapatkan hasil perpindahan dengan metode ATC -40 arah X 6,32 cm,dan arah Y 6,29 cm sedangkan pada metode FEMA perpindahanya pada arah X 6,65 cm dan arah Y 6,65 cm maka didapatkan nilai perpindahan (δt) > simpangan ijin maksimum (δmax) sebesar 0,025 H yaitu 8.75 cm jadi dapat disimpulkan bahwa rumah tinggal sederhana yang di teliti masih tergolong AMAN karena tidak melebihi nilai batas simpangan maksimum.Kata Kunci: Gempa Bumi, Pushover, Kinerja Struktur
PERENCANAAN PEMBANGUNAN KANTOR WALI NAGARI SUAYAN KECAMATAN AKABILURU KABUPATEN LIMAPULUH KOTA
Authors: Azmi Ulul , Masril Masril , Susanti Yusman Ana 
Published: June 2023

Pembangunan dalam segala aspek kehidupan sedang giat-giatnya dilakukan oleh pemerintah pada saat ini,mulai dari pemerintahan terendah yang disebut desa ataupun nagari, daerah sampai pemerintahan pusat.skala nasional dan internasional. Pembangunan desa atau nagari merupakan bagian dari pembangunan nasional, yang di ikuti dengan undang-undang desa no 6 tentang dana desa.Program pembangunan dalam bidang infrastruktur merpakan salah satu yang menjadi agenda pokok pembangunan nasional, namun masih ada hambatan yang mempengaruhi pembangunan infrastruktur. Khusus di nagari suayan kecamatan akabiluru kabupaten limapuluh kota boleh dikatakan pembangunan infrastruktur yang ada tidak mempunyai Data dan informasi yang jelas dan pasti, salah satunya adalah PEMBANGUNAN KANTOR WALI NAGARI SUAYAN yang masih di kerjakan berdasarkan swadaya tanpa adanya perencanaan yang tertulis,hitung-hitung yang jelas, karena bangunan ini masih dalam proses pengerjaan penulis merasa ini patut dan segera di buatkan Perencanaan struktur detailnya agar tujuan dari pembangunan kantor ini bisa tercapai baik dari sisi ketahanan atau kualitas dan dari ssi kindahan serta kenyamanan dan keamanan sewaktu bangunan ini di gunakan untuk pelayanan masyarakat banyak.Pembangunankantor Wali Nagari ini berada di Nagari Suayan Kecamatan Akabiluru Kabupaten Lima Puluh Kota. Pada perencanaan struktur bangunan penulis menggunakan metode kualitatif dan di bantu dengan aplikasi SAP2000. Perencanaan dimulai dengan melakukan perhitungan struktur atas dan perhitungan sturktur bawah.Tujuan perencanaan ini di antaranya Menghitung Balok, Kolom, Pelat dan Beban pada proyek pembangunan Kantor Wali Nagari Suayan Kecamatan Akabiluru Kabupaten Limapuluh Kota, dan Mengunakan teori perencanaan gedung bertingkat dengan struktur beton bertulang.Sedangakan manfaatnya : Dapat mengetahui dan memahami betapa penting suatu tahapan perhitungan struktur pada proyek, dapat memahami langkah-langkah yang bisa diambil oleh penyedia jasa konstruksi agar lebih teliti dalam perhitungan struktur bangunan, dan dapat berguna untuk penerus yang akan datang. Kata Kunci : Perencanaan Pembangunan dilakukan secara teknik dan struktur yang pasti.
PERENCANAAN PEMBANGUNAN GEDUNG BARU BALAI NIKAH DAN MANASIK HAJI KUA KECAMATAN AUR BIRUGO TIGO BALEH KOTA BUKITTINGGI
Authors: Supiana Serly , Masril Masril , Putra Yorizal 
Published: June 2023

: The structure of this building uses reinforced concrete construction. The structure analysis goes through stages starting from Preliminary Design, structural loading, earthquake loading using the latest method, namely the response spectrum, analysis of the forces that occur in the structure using SAP2000 Version 20 by selecting the network system structure system (Grid System). The materials used are K-250 quality concrete (f'c = 20.75 MPa), screw reinforcement (fy = 400 MPa), plain reinforcement (fy = 240 MPa). For floor slab reinforcement, reinforcement is used for the x = 10-150 direction, while the y direction = 10-170. The column design uses steel quality fy = 400 MPa and concrete quality fc' = 20.75 MPa for columns 1 and 2 with a size of 35cm x 35cm. For the design of the beam using steel quality fy = 400 MPa and concrete quality fc' = 20.75 MPa with beam size 1 30cm x 50cm and beam 2 25cm x 45cm. And for stirrup reinforcement using steel quality fy = 240 MPa.Keywords: Preliminary Design, SAP2000 Analysis, Foundation, Loading ReinforcedConcrete, Reinforcement
STUDI OPTIMALISASI RUANG PARKIR JL. PATTIMURA KOTA PADANG
Authors: Milano Kevin , Ishak Ishak , Susanti Yusman Ana 
Published: June 2023

Jalan Pattimura is one of the roads that has many activity centers, such as shopping centers, sports facilities, schools and places of worship. Besides there are many activity centers, side barriers on Jalan Pattimura are quite high. This study aims to determine the availability of parking spaces, the number of vehicles parked and the utilization of parking spaces on Jalan Pattimura. The research method used in this study is to use quantitative and qualitative data, which were surveyed visually. Based on the results of the study, the percentage of parking space for four-wheeled vehicles on Jalan Pattimura on Saturdays and Sundays exceeds 100%. For two-wheeled vehicles on Jalan Pattimura there is no parking space available on the road, on peak days many two-wheeled vehicles use four-wheeled vehicle parking lots. It can be concluded that if the parking index is more than 100%, the available parking space is less efficient in accommodating parked vehicles. The lack of optimization of parking spaces on Jalan Pattimura is also influenced by the lack of implementation of existing parking policies, so that there are still many people who park their vehicles carelessly when parking capacity is still available. In order for the use of parking spaces to be more effective, drivers should be able to park their vehicles in the parking spaces provided. Keywords :Parking, parking space, optimization, Padang
ANALISA MODEL TURBIN ANGIN VERTIKAL JENIS SAVONIUS TIPESUDU HELICAL 3 BERBANDING TIPE SUDU U3
Authors: Rahman Rizki , Bandri Sepannur , M. Nur Putra Andi , Premadi Aswir 
Published: June 2023

Pertumbuhan teknologi turbin angin skala besar telah berkembang dengan baik, namun untuk turbin angin skala kecil masih terus dilakukan upayamendapatkan hasil yang lebih baik.Hal ini tidak lepas dari bentuk struktur yang berbeda dan aplikasi pemanfaatannya. Berbeda dengan turbin angin skala besar, yang berada pada kawasan kondisi angin optimal, turbin angin skala kecil tidak harus berada pada kondisi angin terbaik namun tetap dapat dioptimalkan. Pada sistem kinerja turbin angin vertikal jenis savonius cendrung bekerja pada kecepatan angin rendah namun tetap dapat mengoptimalkan energi yang dihasilkan.Berdasarkan pemodelandengan menggunakan perangkat lunak Solidworks, pengujian yang di lakukan terhadap turbin angin savonius tipe sudu U3 dengan spesifikasi diameter 820 mm tinggi 1200 mm menghasilkan daya total 125 Wattdengan efisiensi sudu 0.59, koefisein daya sudu 0.53 dan tip speed ratio0.51 pada putaran sudu turbin 59.4 rpm dan torsi 20.45 nm. Sedangkan hasil pengujian turbin angin jenis savonius tipe helical 3 dengan diameter 1150 mm dan tinggi 3000 mm mendapatkan daya total 130 Wattdengan efisiensi sudu 0.57, koefisien daya sudu 0.53 dan tip speed ratio 0.71 pada putaran sudu turbin 58.9 rpm dan torsi 21.70 nm. Kata Kunci: Turbin Angin Savonius, Helical 3, U3
ANALISIS PERENCANAAN SALURAN PEMBAWA (WATERWAY) PEMBANGKIT LISTRIK TENAGA MINI HIDRO DI LINTAU BUO UTARA KABUPATEN TANAH DATAR
Authors: Putra Mubarak Bima , Eka Priana Surya , Herista Febrimen 
Published: June 2023

Abstrak: Pembangkit Listrik Tenaga Mini Hidro (PLTMH) adalah teknologi yang memanfaatkan laju air dalam menghasilkan energi. PLTMH adalah sumber energi terbarukan renewble energy, serta hanya menghasilkan energi kurang dari 200 kW yang ramah lingkungan. Metode penelitian adalah metode yang menjelaskan sistematika penelitian berdasarkan fakta dan gejala yang terjadi secara objektif. Metode penelitian ini terbagi dua yaitu metode kuantitatif dan kualita Dari perhitungan metode analisi diatas didapat besarnya debit andalan optimasi perencanaan saluran pembawa (waterway) adalah 21,38 m3/det di probilitas 70%. Dari hasil ini debit andalan PLTMH Lintau Buo cukup besar. Debit desain untuk PLTMH 17,81 m3/det. Debit maksimal pengambilan 120% x 17,81m3/det 21,38m3/det Dari hasil perhitungan dan penelitian dapat ditarik kesimpulan bahwa: 1. Sungai batang sinamar memiliki potensi debit yang cukup besar bahkan tidak pernah kering pada saat musim kemarau. 2. Hasil perhitungan menggunakan analisa pendekatan metode F.J. Mock di dapatkan data debit bulanan rata-rata berikut: a. Q rata-rata 22,36 m3 b. Q maksimum 68,78 m3 c. Q minimum 1,82 m3 3. Dari hasil analisis debit optimal berada pada probilitas 70% yaitu: a. Debit desain PLTMH 17,81 b. Debit maksimal pengambilan 120% x 17,81 m3/det 21,38 m3/der 4. Data desain konstruksi saluran pembawa (waterway) sebagai berikut: a. Tinggi saluran 4,27m b. Lebar saluran (b) 6,52m c. Tinggi jagaan (F) 1,00m d. Tinggi muka air (h) 3,27m e. Kemiringan saluran (S) 0,00785Kata kunci: PLTMH, saluran pembawa, analisis hidrologi, debit andalan, dimensi saluran
Does Empowering Victim to Earn a Living Reduces the Risk of Domestic Violence Severity? A Narrative Review and A Pilot Study
Authors: Chew Keng Sheng , Wong Shirly Siew-Ling , Siew Ke Lin , Kandasamy Vanitha 
Published: June 2023

Defined as the act of causing or attempting to cause physical, psychological or sexual harm to a person by another person who is either a spouse, former spouse, adult child, parent or any other family members, domestic violence is a global public health issue including in Malaysia. One way to mitigate the risk of domestic violence is through the ability of a domestic violence victim to earn her own income. Unfortunately, although some studies have shown that the higher the income level of victim, the lesser the risk of domestic violence severity, other studies did not demonstrate this relationship. Additionally, different past studies have used different indicators in analyzing the impact of income level on domestic violence severity. Some studies used household income levels, whilst other studies used the victims’ individual income levels. This paper will discuss on the impact of economic empowerment to mitigate the severity of domestic violence including some conflicting findings in recent literature. Using the Transtheoretical Model of Change and Walker’s cycle of abuse, this paper will also highlight the importance of creating awareness that domestic violence is not acceptable, adopting a non-judgmental attitude to minimize stigmatization and secondary traumatization as well as rendering social support in helping victims toward a journey of sustained change.
Exploring Asset-Based Community-led Development (ABCD) Elements for Determining Farm Technologies in Rural Rice Farming Community – Kelabit Highlands, Sarawak
Authors: Sam Mei Jean , Fung Hon-Ngen 
Published: June 2023

Malaysia is a net importer of rice, and Sarawak itself contributes approximately 8.2% of total national rice production. Although Malaysia national policy targeting to achieve 80% self-sufficient level of rice for national food security agenda, another alternative is to explore some premium quality traditional rice varieties that potentially entering into premium market for the socioeconomic advancement especially for the rural areas. Traditionally, the choice of farm technologies are implemented through government direction in a top-down approach, through decisions, strategies, and diffusion processes driven by the agencies. This study aims to explore the elements of Asset-Based Community-led Development (ABCD) as an alternative to conventional needs-based development within a community of rice farmers based in the Kelabit Highlands – a rural community in the highlands of the East Malaysia state of Sarawak. The study collected interview data from rice farmers in the Kelabit Highlands community and also discussed the role of agencies and their efforts to form partnerships, and peer collaborations based on those assets identified and community strength. The study also evaluated the ABCD framework as a means to visualize community-based assets. Clarifying these factors would identify suitable farming technologies that are socially desirable in the Kelabit Highlands and determine a bottom up method for other rural communities to evaluate and pave a path forward in selecting farming technologies that fit into their landscape.

Keywords: ABCD, bottom-up, farm technologies, rice farming, top-down