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All Journal SIGMA EPSILON - Majalah Ilmiah Teknologi Keselamatan Nuklir Buletin Penelitian Tanaman Rempah dan Obat Jurnal Online Mahasiswa (JOM) Bidang Keguruan dan Ilmu Pendidikan Jurnal Litbang Industri Jurnal Ilmiah Universitas Batanghari Jambi JURNAL PENDIDIKAN ROKANIA Bernas Jurnal Informasi dan Komputer JURNAL METEOROLOGI DAN GEOFISIKA Jurnal Civronlit Unbari Buletin Penelitian Tanaman Rempah dan Obat Budapest International Research and Critics Institute-Journal (BIRCI-Journal): Humanities and Social Sciences AL IQTISHOD: Jurnal Pemikiran dan Penelitian Ekonomi Islam Jurnal Siliwangi: Seri Pendidikan Technologic Ar-Rasyid: Jurnal Pendidikan Agama Islam Jurnal Komunikasi dan Budaya Jurnal Ilmiah Teknik Mesin Poros Jurnal Talenta Sipil Jurnal Litbang Industri Triangulasi: Jurnal Pendidikan Kebahasaan, Kesastraan, dan Pembelajaran Jurnal Nusantara Berbakti Jurnal Ilmiah Agritas Jurnal Pengabdian Masyarakat Indonesia Sejahtera Indonesian Economic Review Jurnal Nakula: Pusat Ilmu Pendidikan, Bahasa Dan Ilmu Sosial Pena Nursing Dinamika Pertanian Jurnal Meteorologi dan Geofisika BUMI: International Journal of Environmental Reviews Indonesia Bergerak: Jurnal Hasil Kegiatan Pengabdian Masyarakat Bumi: Jurnal Hasil Kegiatan Sosialisasi Pengabdian Kepada Masyarakat Solusi Bersama : Jurnal Pengabdian Dan Kesejahteraan Masyarakat Journal on Mathematics Education Research

Suhendra Suhendra

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Author-ID : 2515942

Religion Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Immunology & microbiology Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Nursing Physics Public Health Social Sciences Other

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Perspektif Ekonomi Syariah Dalam Sistem Pembiayaan Hanik, Nurma
Al Iqtishod: Jurnal Pemikiran dan Penelitian Ekonomi Islam Vol 8 No 1 (2020): Al Iqtishod: Jurnal Pemikiran dan Penelitian Ekonomi Islam
Publisher : Prodi Ekonomi Syariah STAI Al-Azhar Menganti Gresik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37812/aliqtishod.v8i1.148

The two main functions of banking are fundraising and channeling funds. The distribution of funds in conventional banks and those in Islamic banks has essential differences, both in terms of the name of the contract and the transaction. In conventional banking, this distribution of funds is known as credit, while in Islamic banking it is financing. In contrast to the definition of credit, which requires the debtor to return the loan by giving interest to the bank, financing based on the sharia principle of loan repayment with profit sharing is based on an agreement between the bank and the debtor. For example, financing under the buying and selling principle is intended to purchase goods, while those using the lease principle are intended to obtain services. The profit sharing principle is used for cooperative efforts aimed at obtaining goods and services at once. Financing is a very important activity because financing will provide the main source of income and support the continuity of the bank's business. Conversely, if the management is not good, it will cause problems and stop the bank's business.

ANALISIS KEPUASAN MAHASISWA MELALUI METODE SERVICE QUALITY (SERVQUAL) PADA JURUSAN PENDIDIKAN EKONOMI UNIVERSITAS SILIWANGI Raden Roro Suci Nurdianti; Suhendra Suhendra
Jurnal Siliwangi: Seri Pendidikan Vol 5, No 1 (2019): Jurnal Siliwangi Seri Pendidikan
Publisher : LP2M-PMP Universitas Siliwangi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37058/jspendidikan.v5i1.942

Penelitian ini dilakukan berdasarkan latar belakang permasalahan yakni adanya ketidakpuasan mahasiswa di jurusan Pendidikan ekonomi, sehingga perlu diadakan penelitian mengenai kepuasan mahasiswa dan juga komponen-komponen yang mempengaruhinya. Salah satu metode yang biasanya digunakan dalam analisis kepuasan konsumen adalah SERVQUAL (Service Quality) yang melihat kepuasan konsumen dari lima dimensi utama yakni Responsiveness, Assurance, Tangible, Empathy, dan Reliability. Metode ini biasanya digunakan juga untuk melihat bagaimana pengaruh kualitas pelayanan terhadap kepuasan pelanggan. Adapun metode penelitian yang digunakan adalah Survei Eksplanatori, dengan objek penelitian yakni mahasiswa Jurusan Pendidikan Ekonomi Universitas Siliwangi. Sampel diambil sebanyak 300 orang secara proporsional dari mahasiswa angkatan 2015, 2016, 2017.

ANALISA SATUAN BAHAN PEKERJAAN BEKISTING BETON BERTULANG: STUDI KASUS PADA PEKERJAAN BANGUNAN GEDUNG Suhendra Suhendra
Jurnal Ilmiah Universitas Batanghari Jambi Vol 10, No 3 (2010): Oktober
Publisher : Universitas Batanghari Jambi

Formworks in the reinforced concrete building work usually use wood as the material. The wood made as board or beam with specified dimension. The aim of the research is to calculate the volume of wood using as formwork in the building-work. The volume of wood as formwork calculate by assume the using of formwork are as well as the concrete made. Therefore, the repetition of using formwork ignored.The result shown the coefficients of formwork volume are different significantly from the coefficient supplied in the unit-work analysis. The difference will take effect to the whole cost of the building work, consequently will lead to the offer-cost estimate of the executants (i.e. building contractor).Keywords: formwork, unit-work analysis, reinforced concrete

KARAKTERISTIK MATERIAL BAHAN KONSTRUKSI DI BEBERAPA LOKASI DALAM KABUPATEN MUARO JAMBI Fakhrul Rozi Yamali; Suhendra Suhendra; Fakhrul Rozi Yamali; Tristiana Ningfuri
Jurnal Ilmiah Universitas Batanghari Jambi Vol 14, No 4 (2014): Desember
Publisher : Universitas Batanghari Jambi

This study aims to determine the potential of construction excavated material used as material of construction materials derived from Muaro Jambi. The study focused on the aggregates for concrete.The study was preceded by surveys of the location of the material and then sorted based on the location of geological and productivity quarry producer. Furthermore, research conducted at the Laboratory of the Faculty of Engineering, University of Batanghari to get the physical characteristics of materials in order to obtain results and comparison with the applicable specifications for the concrete material.Results are expected to help the mapping of potential construction materials excavated material C in some areas in Jambi Muaro analysis and recommendations based on the use of laboratory test resultsKey words: pasir, kerikil, gradasi

KARAKTERISTIK FISIK BATA MERAH DAN KAITANNYA DENGAN ANALISA HARGA SATUAN PEKERJAAN Suhendra Suhendra; Elvira Handayani; Mirza Revita
Jurnal Ilmiah Universitas Batanghari Jambi Vol 15, No 4 (2015): Desember
Publisher : Universitas Batanghari Jambi

Red bricks used as building walls/ Masonry in the city of Jambi in general has not been in accordance with the standards set.Research on the physical characteristics and suitability of the volume of work the Unit Price Analysis Work (AHSP 2013) has been done to the red brick produced in the village Pijoan and the village Setiti.Laboratory examination showed the red brick from the village Pijoan and village Setiti not meet the requirements in terms of compressive strength and dimensional standards used in AHSP 2013. The Large enough absorption of water implied that before using the red bricks must be soaked first so that the existing water in mortar is not reduced because of the red brick absorbed. Differences with standard dimensions cause additional material of Portland Cement and Sand Put on a red brick wall mounting.Key words: Bata merah, Karakteristik fisik, Analisa Harga Satuan Pekerjaan

PENGARUH KONSENTRASI DAN FREKWENSI PEMBERIAN PUPUK DAUN TERHADAP PERTUMBUHAN PANILI DI PEMBIBITAN Rosihan Rosman; S Soemono; Suhendra Suhendra
Buletin Penelitian Tanaman Rempah dan Obat Vol 15, No 2 (2004): BULETIN PENELITIAN TANAMAN REMPAH DAN OBAT
Publisher : Pusat Penelitian dan Pengembangan Perkebunan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21082/bullittro.v15n2.2004.%p

Research on the effect of concentration and frequency of foliar fertilizer application on growth of vanilla (Vanilla planifolia Andrews) was carried out at the experimental garden of The Indonesian spice and medicinal crops Research Institute, West Java, from May until October, 1996. The experiment was conducted with a randomized block design, with 3 replicates and 10 treatments. The treatments were control, 1,5 g foliar fertilizer/4 liter/twice a week, 1,5 g foliar fertilizer/4 liter/once a week, 1,5 g foliar fertilizer/4 liter/once in two weeks, 3 g foliar fertilizer/4 liter/twice a week 3 g foliar fertilizer/4 liter/once a week, 3 g foliar fertilizer/4 liter/ once in two weeks 4,5 g foliar fertilizer/4 liter/twice a week 4,5 g foliar fertilizer/4 liter/once a week, and 4,5 g foliar fertilizer/4 liter/once in two weeks. The foliar fertilizer used was NPK (30-10-10) plus trace elements, such as Fe, Co, B, Mo, Mg and vitamine B1. The result showed that application of 1,5 g foliar fertilizer/4 liter/twice a week and 4,5 g foliar fertilizer/4 liter/once in two weeks were the best for the growth of vanilla at nursery. However, application of 4,5 g foliar fertilizer/4 liter/once in two weeks is efisien.

Kajian Pengaruh Variasi Material Terhadap Kuat Tekan Beton Suhendra Suhendra
Jurnal Civronlit Unbari Vol 3, No 1 (2018): April
Publisher : Universitas Batanghari

Aggregate quality is very influential on the strength of the resulting concrete. Both coarse and fine aggregates have various characteristics identified from laboratory test results. This study aims to examine the use of various aggregates for a quality of concrete. The coarse aggregate and the fine aggregate used are obtained from the nearest location to the work to be performed. The quality of the concrete reviewed is K-125, K-175 and K-225. The coarse aggregates used are 1-2 size (in cm), 2-3 size (in cm) crushed aggregate and coral. The fine aggregates used for each of the coarse aggregates are also different. The results showed that the coral aggregate did not meet the gradations of concrete aggregate. While the fine aggregate does not meet the gradation of concrete aggregate for the three types used. The concrete compressive strength test results show the use of coarse aggregates of 2-3 size of crushed and coarse aggregate of corals giving the average compressive strength value required for all planned concrete strength. While concrete using coarse aggregates of rocks of size 1-2 only meet the specified compressive strength, but does not meet the required compressive strength.Key words: Aggregates, concrete, compressive strength

Analisa Daya Dukung Tanah untuk Pondasi Tiang Pancang pada Rencana Pembangunan Komplek Pendidikan Islam Al Azhar 57 Jambi Danipra Setiyo; Suhendra Suhendra; M Nuklirullah
Jurnal Civronlit Unbari Vol 4, No 2 (2019): Oktober
Publisher : Universitas Batanghari

Pondasi tiang pancang merupakan salah satu jenis dari pondasi dalam yang umum digunakan, yang berfungsi untuk menyalurkan beban struktur kelapisan tanah keras yang mempunyai kapasitas daya dukung tinggi yang letaknya cukup dalam didalam tanah. Daya dukung pondasi tiang pancang dipengaruhi oleh daya dukung ujung tiang dan daya dukung selimut tiang. Studi analisa daya dukung tanah untuk pondasi tiang pancang dilaksanakan pada proyek pembangunan komplek pendidikan Islam Al Azhar 57 Jambi di kawasan kota baru terpadu Citra Raya City, Mendalo Darat, Kecamatan Jambi Luar Kota, Kabupaten Muaro Jambi, Provinsi Jambi. Tujuan dari studi ini adalah menghitung daya dukung pondasi tiang pancang tunggal dan penurunannya. Metode-metode yang digunakan dalam penelitian ini adalah metode Aoki dan De Alencar dan metode Langsung berdasarkan data hasil uji sondir atau Cone Penetration Test (CPT), metode Meyerhoff berdasarkan data hasil Standar Penetration Test (SPT) dan metode Alpha (α), metode Lambda (λ) dan metode Beta (β) berdasarkan data hasil uji laboratorium. Perhitungan daya dukung pondasi tiang pancang dari masing-masing metode dibandingkan. Hasil analisis perhitungan daya dukung pondasi tiang pancang pada enam titik sondir yang ditinjau di kedalaman 10 meter menunjukkan bahwa daya dukung tiang tunggal yang terendah pada titik S 06 berdasarkan metode Aoki dan De Alencar adalah Qu = 88,84 ton dengan Qa = 35,54 ton dan penurunannya 33,08 mm, berdasarkan metode Langsung daya dukung tiang tunggal yang terendah pada titik S 05 yaitu Qu = 365,34 ton dengan Qa = 84,87 ton dan penurunannya 44,26 mm, berdasarkan metode Meyerhoff dengan data SPT yang terendah pada titik BH 02 yaitu Qu = 62,70 ton dengan Qa = 38,96 ton dan penurunannya 19,11 mm, berdasarkan metode Alpha (α) dengan data hasil uji laboratorium nilai yang terendah pada titik BH 01 yaitu Qu = 83,38 ton dengan Qa = 27,79 ton dan penurunannya 38,42 mm, berdasarkan metode Lambda (λ) nilai daya dukung yang terendah pada titik BH 01 yaitu Qu = 71,10 ton dengan Qa = 23,70 ton dan penurunannya 38,42 mm dan berdasarkan metode Beta (β) daya dukung yang terendah pada titik BH 01 yaitu Qu = 29,33 ton dengan Qa = 9,78 ton dan penurunannya 38,42 mm.

Penentuan Klasifikasi Tanah Sistem Uscs (Unified Soil Classification System) dengan Bantuan Ms Excel Bertha Cahya Carolin; Suhendra Suhendra; Wari Dony
Jurnal Civronlit Unbari Vol 6, No 2 (2021): Oktober
Publisher : Universitas Batanghari

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/civronlit.v6i2.88

Klasifikasi tanah sistem unified (USCS) dilakukan utamanya menggunakan data distribusi butiran dan kadar air batas cair serta kadar air batas plastis. Proses penentuan klasifikasi cukup memakan waktu, jika dilakukan secara manual. Penelitian ini dimaksudkan untuk memudahkan pengklasifikasian tanah dengan memanfaatkan Visual Basic Application (VBA) yang ada di Ms. Excel. Hasil penelitian menunjukkan bahwa dengan menentukan format hasil uji distribusi butir dan batas atterberg, aplikasi yang dibuat dengan segera bisa mengklasifikasikan tanah. Aplikasi yang dibuat bisa menganalisis semua klasifikasi tanah sesuai dengan klasifikasi sistem unified.

KAJIAN HUBUNGAN KUAT LENTUR DENGAN KUAT TEKAN BETON Suhendra Suhendra
Jurnal Civronlit Unbari Vol 2, No 1 (2017): April
Publisher : Universitas Batanghari

Currently, rigid pavement in almost all national, provincial and district roads is used instead of flexible pavement. One of the rigid concrete pavement quality controls is the flexural strength (fr = 45 kg / cm2 at 28 days) as stated in the General Specification of Binamarga year 2010 revision 3. This specification no longer regulates the value of compressive strength of the rigid pavement. This is a challenge for the construction’s practicians in implementation of the specification, because during this time the procurement of cement concrete is based on the compressive strength. The formula is in SNI 2847: 2013 on concrete that fr = 0,62Öfc’. While the construction practitioners generally still use the binamarga specifications of previous revisions that contain the quality of concrete (K-350), so that the quality of bending in general is not achieved. This research covers the value of bending test results conducted in the Engineering Laboratory on beams provided by third parties using lab services, as well as test specimens made in the laboratory. The test results show that there is a correlation between the flexure strength to the compressive strength of the concrete. The relationship is more or less the same as the formula contained in SNI concrete.Keywords: Concrete, Flexure strength, compressive strength, Binamarga Specs 2010 rev. 3

Co-Authors Aditya Santoso Agus Halim Agustinus Priyowidodo Ahmad Kholis Alexander Alexander Alma Patriani R Amy Wulandari Andi Taufiq Umar Andrianto Prasetya Nugroho Andro Daniel G Annisaa Dwiretnani Annissa Dwiretnani Ari Astuti Ari Wahyono Army Cahya Putra Rustamaji Ashar Muda Lubis Awani Ceria Luksita Azhari Baedlawi Bertha Cahya Carolin Bintang Muliardi Utamas Dadang Juandi Danipra Setiyo David Kadar Saputro David Kiki Baringin David Kiki Baringin MT. Samosir Devi Lupita Putri Devika Christina Butarbutar Dewi Ayu Anggraeni Utami Dian Fitriana Diva Amelia Merryana Putri Donny Muda Priyangan Dwitya Okky Azanna Elvira handayani Endika Endika Eri Dahlan Erin Soleha Etty Zuliawati Zed Exacta Lovendays Simamora Fakhrul Rozi Yamali Fitri Yanti Gian Fidela Gregorius Bambang Heru Guntar Marolop S Hendra Tri Nugroho Hendro Tjahjono Heni Pujiastuti Henry Gunawan Hepi Prayudiawan Heru Gunawan Ida Ayu Putu Sri Widnyani Ignatius Suprih Sudrajat Ivan Setiawan Jayaputra Budiman Johni Azmi Joko Warsito Juan Barus Gultom Junjung Rilia Pansya Kiki Rizky Amalia Limajatini Limajatini Lukman Lukman Lutvia Tribuwana M Nuklirullah M Riza Primadani M. Marhaban Ramadhan M. Wahid Icsannudin Chaniago Adlao Marisa Lestari Mirza Revita Monik Kasman Muhammad Hadi Kusuma Muhammad Muslihuddin Mulya Juarsa Nana Sutisna Nasrun Baldah Nikmatur Ridha Nugroho, Arif Widodo Nur Fadila Peppy Herawati Permita Ulandari Pitri Aulia Usman Lubis Princess Nurjanah Putri Nawang Asri Raden Roro Suci Nurdianti Rajawali Usman Rery Rara Amelia Ria Zulfiati Riki Saputra Rinintha Parameswari Rio Lukman KS Rioni Rizki Aldiansyah Rizka Estisia Pratiwi Rosihan Rosman S SOEMONO Safruddin Safruddin Salmariza Salmariza Sayyidina Sayyidina Sinta Sundari Heriyanti Soeharsono G Stephanie Prily Winata Sumila Sumila Sumiyati Sumiyati T Rosmawaty Toni Yoyo Tri Abdi Syahputra Tri Mulyani Kartini Tri Widianto Triscna Juwita Tristiana Ningfuri Wari Dony Yanti Puspa Rini Yayi Suryo Prabandari Yoga Yuniadi Yogi Sirodz Gaos Zulfa Zakiatul Hidayah

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