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All Journal JITEK (Jurnal Ilmiah Teknosains) Jurnal DISPROTEK Jurnal Pensil : Pendidikan Teknik Sipil Syntax Idea Journal of Green Science and Technology Indonesian Journal of Multidisciplinary Science Teknika Journal Of World Science Jurnal Ekonomi, Teknologi dan Bisnis Indonesian Journal of Advanced Research (IJAR) Equivalent: Jurnal Ilmiah Sosial Teknik Jurnal Civil Engineering Study Scientechno: Journal of Science and Technology Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Jurnal Basement : Jurnal Teknik Sipil Journal of Research and Inovation in Civil Engineering as Applied Science Journal of Green Science and Technology PASAK: Jurnal Teknik Sipil dan Bangunan
Tira Roesdiana
Universitas Swadaya Gunung Jati
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Mathematics Mechanical Engineering Public Health Social Sciences Transportation Veterinary Other

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PLANNING AND ANALYSIS YOGYA TEGAL TOSERBA STRUCTURE Wibowo, Gino Harto; Roesdiana, Tira
Journal of Green Science and Technology Vol 3, No 1 (2019): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i1.2148

Abstract

The strategic geographical location of Tegal City supports the development of business and services. YOGYA Group is a Supermaket and Department Store company. In building construction there is a structural analysis that is used as a method or system to achieve development as planned.The method used in this research is qualitative method. Literature method by collecting data, studying and identifying.Observation method by conducting a survey to the research location. Adhering to the guidelines of SNI 2847: 2013 (Requirements for structural concrete for buildings), SNI 1727: 2013 (Minimum load for building design and other structures), Guidelines for house planning and building loading (PPURG 1987) and SNI 1726: 2012 (earthquake resistance planning procedures for buildings and non-building structures).This analysis obtained a result of dimension data and the number of beam reinforcement, column, plate and the number of pile needs for the YogyaTegal department store building.Keyword : Analysis, Building, Concrete, SNI, Strategic
PENGARUH PENAMBAHAN VISCOCRETE 1003 TERHADAP KUAT TEKAN MORTAR Roesdiana, Tira
Syntax Idea Vol 1 No 2 (2019): Syntax Idea
Publisher : Ridwan Institute

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

Abstract

Inovasi mengenai teknologi rancang campur beton saat ini banyak diteliti, sedemikian hingga dengan inovasi pembuatan mortar. Inovasi tersebut dibuat sesuai dengan peruntukan bahan bangunan tersebut. Viscocrete 1003 adalah suatu bahan berupa cairan yang berfungsi untuk mengurangi air dan tidak merubah penggunaan semen. Dalam penelitian ini bertujuan untuk mengetahui kuat tekan mortar dengan atau tanpa menggunakan viscocrete dan juga pengurangan pemakaian air, serta membandingkannya dengan mortar standar. Pengujian yang dilakukan pada umur 7, 14, 21, dan 28 hari dengan benda uji berbentuk kubus ukuran 10x10x10 cm2dengan variasi penambahan viscocrete 0,2% dan 0,6% dari pengunaan semen, dan juga variasai dengan penambahan viscocrete dengan jumlah yang sama tetapi mengurangi jumlah pemakaian air sebanyak masing masing 10% dan 20%. Dari hasil pengujian didapatkan bahwa Perbandingan kuat tekan mortar dengan penambahan viscocrete dan mortar standar pada umur 28 hari adalah 9,510% untuk penambahan viscocrete 0,2% dan 20,833% untuk penambahan viscocrete 0,6%. Sedangkan perbandingan kuat tekan mortar dengan penambahan viscocrete dan mortar standar pada umur 28 hari adalah -25,698% untuk penambahan viscocrete 0,2% dengan pengurangan air 10%; -69,571% untuk penambahan viscocrete 0,2% dengan pengurangan air 20%; 6,834% untuk penambahan viscocrete 0,6% dengan pengurangan air 10%; -55,888% untuk penambahan viscocrete 0,6% dengan pengurangan air 20%.
PENGARUH PENAMBAHAN VISCOCRETE 1003 TERHADAP KUAT TEKAN MORTAR Tira Roesdiana
Syntax Idea Vol 1 No 2 (2019): Syntax Idea
Publisher : Ridwan Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/syntax-idea.v1i2.21

Abstract

Inovasi mengenai teknologi rancang campur beton saat ini banyak diteliti, sedemikian hingga dengan inovasi pembuatan mortar. Inovasi tersebut dibuat sesuai dengan peruntukan bahan bangunan tersebut. Viscocrete 1003 adalah suatu bahan berupa cairan yang berfungsi untuk mengurangi air dan tidak merubah penggunaan semen. Dalam penelitian ini bertujuan untuk mengetahui kuat tekan mortar dengan atau tanpa menggunakan viscocrete dan juga pengurangan pemakaian air, serta membandingkannya dengan mortar standar. Pengujian yang dilakukan pada umur 7, 14, 21, dan 28 hari dengan benda uji berbentuk kubus ukuran 10x10x10 cm2dengan variasi penambahan viscocrete 0,2% dan 0,6% dari pengunaan semen, dan juga variasai dengan penambahan viscocrete dengan jumlah yang sama tetapi mengurangi jumlah pemakaian air sebanyak masing masing 10% dan 20%. Dari hasil pengujian didapatkan bahwa Perbandingan kuat tekan mortar dengan penambahan viscocrete dan mortar standar pada umur 28 hari adalah 9,510% untuk penambahan viscocrete 0,2% dan 20,833% untuk penambahan viscocrete 0,6%. Sedangkan perbandingan kuat tekan mortar dengan penambahan viscocrete dan mortar standar pada umur 28 hari adalah -25,698% untuk penambahan viscocrete 0,2% dengan pengurangan air 10%; -69,571% untuk penambahan viscocrete 0,2% dengan pengurangan air 20%; 6,834% untuk penambahan viscocrete 0,6% dengan pengurangan air 10%; -55,888% untuk penambahan viscocrete 0,6% dengan pengurangan air 20%.
PLANNING AND ANALYSIS YOGYA TEGAL TOSERBA STRUCTURE Gino Harto Wibowo; Tira Roesdiana
Journal of Green Science and Technology Vol 3, No 1 (2019): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : FAKULTAS TEKNNIK UNIVERSITAS SWADAYA GUNUNG JATI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i1.2148

Abstract

The strategic geographical location of Tegal City supports the development of business and services. YOGYA Group is a Supermaket and Department Store company. In building construction there is a structural analysis that is used as a method or system to achieve development as planned.The method used in this research is qualitative method. Literature method by collecting data, studying and identifying.Observation method by conducting a survey to the research location. Adhering to the guidelines of SNI 2847: 2013 (Requirements for structural concrete for buildings), SNI 1727: 2013 (Minimum load for building design and other structures), Guidelines for house planning and building loading (PPURG 1987) and SNI 1726: 2012 (earthquake resistance planning procedures for buildings and non-building structures).This analysis obtained a result of dimension data and the number of beam reinforcement, column, plate and the number of pile needs for the YogyaTegal department store building.Keyword : Analysis, Building, Concrete, SNI, Strategic
PERENCANAAN STRUKTUR GEDUNG LABORATORIUM TEKNIK ELEKTRO DAN TEKNIK PERENCANAAN WILAYAH Astry Selfiyana; Tira Roesdiana
Journal of Research and Inovation in Civil Engineering as Applied Science Vol 2 No 1 (2023)
Publisher : Teknik Sipil, Politeknik Negeri Ketapangg

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58466/rigid.v2i1.1167

Abstract

The laboratory has an important role in supporting academic/non-academic activities, especially at the Faculty of Engineering, Universitas Swadaya Gunung Jati Cirebon. Along with the development of departments at the Faculty of Engineering, it is necessary to increase laboratory facilities are needed which are designed separately to facilitate educational activities. This study aims to plan and design the structure of the Electrical Engineering Laboratory and Urban Regional Planning Engineering building with a reinforced concrete structure type consisting of 4 floors with a floor height of 4 m. This building was built on Jl.Perjuangan (Additional Building Area), Sunyaragi, Kec. Kesambi, Cirebon City with a hard soil type which according to the earthquake resistance planning regulations for buildings (SNI 1726-2019) is included in the seismic design category D. The design of this building uses a special moment resisting frame system (SRPMK). The structural planning of this building includes plates, beams, columns and foundations following the reinforced concrete structural regulations (SNI 2847-2019). The earthquake load was calculated using the response spectrum method and then analyzed using the ETABS computer aided program
Perencanaan Jembatan Komposit Bentang 50 M Desa Kecapi Kecamatan Tahunan Kabupaten Jepara Khotibul Umam; Yayan Adi Saputro; Maulana Anwar Safi’i; Tira Roesdiana; Mochammad Qomaruddin
Teknika Vol 18, No 2 (2023): Oktober
Publisher : Universitas Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26623/teknika.v18i2.7812

Abstract

Upaya dalam meningkatkan mobilisasi masyarakat perlu adanya pembangunan sarana dan prasarana perhubungan yang memadai sejalan dengan pertumbuhan teknologi dan industri. Masalah yang sering terjadi dalam pembangunan jalan raya terutama pembangunan jalan raya di Dukuh Ngesing RT 21 RW 04 dan Dukuh Telahap RT 09 RW 02 Desa Kecapi terhalangnya oleh rintangan berupa sungai sehingga perlu dibangun bangunan penghubung seperti jembatan. Tahapan perencanaan diawali dengan survey pendahuluan, Perencanaan struktur atas jembatan dan Perencanaan struktur bawah jembatan. Hasil yang diperoleh dari perencanaan struktur atas jembatan menggunakan pipa sandaran 3 inch. Sandaran pipa panjang 20 cm lebar 15 cm tinggi 100 cm dengan tulangan D10-100 mm dan D10-150. Lantai trotoar lebar 70 cm tebal 20 cm dengan tulangan D12-200 mm dan D12-200. Lantai kendaraan lebar 7,4 m tebal 20 cm dengan susunan tulangan atas bawah D22-250 mm  dan D16-450 mm. Gelagar Memanjang (Girder) dengan dimensi WF 850.300.39.19 dan Gelagar Melintang (Diafragma) dengan dimensi WF 250.125.9.6. Untuk struktur bawah jembatan menggunakan pier dengan dimensi panjang 7,5 m tinggi 7,5 m lebar 1,75 m susunan tulangan D32 – 120 mm, D25 – 170 mm, dan tulangan hoops D13-500 mm, pile cap dengan dimensi panjang 11 m tinggi 1,5 m lebar 7 m susunan tulangan atas bawah D32 – 300 mm, dan D28 – 150 mm. Pada mutu beton pier dan pile cap menggunakan kuat tekan pada f’c 30 MPa dan mutu besi tulangan pada fy 400 MPa. Tiang pancang dengan mutu beton f’c 30 MPa diameter 40 cm membutuhkan 8 tiang dengan kedalaman sesuai perhitungan dan hasil sondir.  
Analisis Struktur Rumah Susun 3 Lantai di Desa Margamekar Kecamatan Pangalengan Kabupaten Bandung Roesdiana, Tira
Jurnal Civil Engineering Study Vol. 2 No. 02 (2022): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1204.42 KB) | DOI: 10.34001/ces.02022022.1

Abstract

Population growth in recent years in Bandung Regency has led to economic growth and development, but broadly developing the Bandung Regency area is not possible because most of the land is devoted to agricultural and plantation products. Therefore, upward development is more needed than extensive construction such as the construction of low and high-rise buildings. To do this, planners need to design a multi-storey building structure. One way to do this is to build Flats. Flats are very suitable in this case because in its construction it saves land use. In this analysis using the ETABS application and using the SNI Gedungb regulations according to their use.
Perencanaan Gedung Bertingkat 5 Lantai Asrama Putri Pondok Pesantren Hasyim Asy’ari Bangsri Jepara Ariyanto; Wicaksono, Adi; Hidayati, Nor; Mochammad Qomaruddin; Roesdiana, Tira
Jurnal Basement : Jurnal Teknik Sipil Vol. 2 No. 1 (2024): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v2i1.10878

Abstract

The development of the world of Islamic education in Indonesia also includes Islamic boarding schools, Hasyim Asy'ari Bangsri Jepara Islamic boarding school is one of the best Islamic boarding schools, to support the smooth teaching and learning, it is necessary to have adequate student facilities and facilities. This research aims to help fulfill the capacity of santri facilities and infrastructure at the Hasyim Asy'ari Bangsri Jepara Islamic boarding school. The building structure calculations were reviewed for dead loads, live loads and earthquake loads using the SAP 2000 program. The structural calculations carried out included roofs, floor plates, beams, columns, stairs, sloofs and foundations. The building planning location is Jl. Jepara-Bangsri No. 9, Krasak Bangsri, District. Bangsri, Kab. Jepara, Central Java 59452. From the structural planning, the roof structure is obtained with 2L steel trusses 50.50.7, floor plate 130 mm ∅ 12-100, beam B1 500x300 mm 10 D19, beam B2 400x250 mm 10 D19, column K1 500x500 mm 18 D19, column K2 400x400 mm 12 D19, ladder plate thickness 150 mm ∅ 12-150, sloof 500x300 mm 9 D19, pile cap foundation 160x160x60 mm, pile D30 cm 6 m long, with concrete quality (f'c) = 30 MPa, reinforcement quality (fy) = 400 MPa and (fy) = 240 MPa. The programs used are Microsoft Office, Microsoft Excel, Autocad, SAP 2000, and SketchUp.
PLANNING AND ANALYSIS YOGYA TEGAL TOSERBA STRUCTURE Gino Harto Wibowo; Tira Roesdiana
Journal of Green Science and Technology Vol 3 No 1 (2019): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v3i1.2148

Abstract

The strategic geographical location of Tegal City supports the development of business and services. YOGYA Group is a Supermaket and Department Store company. In building construction there is a structural analysis that is used as a method or system to achieve development as planned.The method used in this research is qualitative method. Literature method by collecting data, studying and identifying.Observation method by conducting a survey to the research location. Adhering to the guidelines of SNI 2847: 2013 (Requirements for structural concrete for buildings), SNI 1727: 2013 (Minimum load for building design and other structures), Guidelines for house planning and building loading (PPURG 1987) and SNI 1726: 2012 (earthquake resistance planning procedures for buildings and non-building structures).This analysis obtained a result of dimension data and the number of beam reinforcement, column, plate and the number of pile needs for the YogyaTegal department store building.Keyword : Analysis, Building, Concrete, SNI, Strategic
Pengaruh Penambahan Fly Ash dan Abu Batu Andesit Sebagai Bahan Subtitusi Semen Terhadap Kuat Tekan Beton Tira Roesdiana
Jurnal Konstruksi dan Infrastruktur : Teknik Sipil dan Perencanaan Vol 4 No 4 (2015): JURNAL KONSTRUKSI
Publisher : Civil Engineering Department, Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jki.v4i4.2259

Abstract

ABSTRAKCirebon merupakan salah satu Kota di Provinsi Jawa Barat yang memiliki potensi sangat bagus. Kelangsungan dari potensi yang ada juga di tunjang sarana pendukung, salah satunya adalah saat ini di Cirebon telah beroperasi industri Pembangkit Listrik Tenaga Uap (PLTU). Selain itu di Cirebon juga terdapat sentra kerajinan batu alam, yang terkenal sebutannya batu palimanan. Setiap kegiatan industri tentulah mempunyai hasil sisa industri atau limbah. PLTU sebagai salah satu industri yang menggunakan batubara sebagai menghasilkan limbah padat hasil pembakaran salah satunya abu terbang (fly ash). Sedangkan untuk industri batu palimanan dalam proses penggergajian juga menghasilkan abu yang selama ini di buang ke sungai sehingga menyebabkan terjadinya pencemaran lingkungan. Beberapa bahan yang mempunyai kemungkinan untuk digunakan sebagai pengganti semen adalah metakaolin, abu sekam, abu ampas tebu, fly ash, abu batu dan tanah trass pada persentase tertentu. Berdasarkan latar belakang tersebut, dilakukan penelitian untuk mengetahui sejauh mana pengaruh fly ash dan abu batu andesit sebagai subtitusi sebagian dari persentase semen terhadap kuat tekan beton.Pengujian yang dilakukan adalah dengan menguji kuat tekan beton menggunakan benda uji berbentuk kubus ukuran 15x15x15cm3 dengan fungsi waktu 7,14,21, 28 hari dan variasi jumlah penambahan fly ash dan abu batu andesit sebesar 10%, 20% dan 30%. Mutu beton yang digunakan adalah beton karakteristik K225.Dari Hasil pengujian didapat bahan beton dengan menggunakan fly ash 10% memiliki kuat tekan lebih tinggi sebesar 4,6% terhadap beton normal pada umur 28 hari dan juga masuk dalam kategori beton K225. Sedangkan untuk beton dengan menggunakan abu batu andesit pada umur 28 hari untuk subtitusi 10% memiliki kuat tekan -6,2% jika dibandingkan dengan beton normal, dan seiring dengan bertambahnya pemakaian abu batu andesit nilai kuat tekan beton semakin menurun.Kata Kunci: Fly ash. abu batu andesit, kuat tekan.ABSTRACTCirebon is a city in West Java province which has a very good potential. Continuity of the potential must have means support, one of which is currently in Cirebon been operating industrial steam power- plant (power plant). In addition, in Cirebon also have a craft center for natural stone, the famous stone palimanan. Every industrial activity would produce -waste . PLTU as one of the industries that use coal as fuel usually produces waste products of combustion in the form of fly ash (fly ash). As for the stone industry palimanan sawing process also produces ash that had been thrown into the river, causing environmental pollution. Some materials that have the possibility to be used as a substitute for cement is metakaolin, rice husk ash, bagasse ash, fly ash, andesite ash and soil trass at a certain percentage. Based on this background, the research done to determine the extent of the influence offly ash and andesite ash as a partial substitution of cement percentage of compressive strength of concrete.The compressive strength of concrete using cube-shaped test specimens size 15x15x15cm3 with time function 7,14,21, 28 days and varying the amount of the addition offly ash and ash andesite by 10%, 20% and 30%. Quality of concrete used is concrete characteristics of K225.The compressive strength test results obtained from concrete material using fly ash 10% have a higher- compressive strength of 4.6%> of the normal concrete at 28 days and also fall into the category of concrete K225. As for the concrete by using andesite ash at 28 days for the substitution of 10% has a compressive strength of -6.2%> when compared with normal concrete, and along with subtitution use of andesite ash concrete compressive strength value decreases.Keywords: Fly ash, andesite ash , compressive strength. 
Co-Authors Adib, Muhammad Agung Pangestu Aidulghani, Bachtiar Al Khaebar, Farhan Al-Aufa, Muhammad Fikri Andika, Reja Arif Hidayat Ariyanto Ases , Fikky Sabillah Astry Selfiyana Buana, Galing Wira Dani Ramdhani Decky Rochmanto, Decky Deffa Diana Octavia Fatchur Roehman Fernando, Tedy Gani, Moh Hari Febriana Gino Harto Wibowo Hudaya Taher, Nuni Khoirinnisa Khaerifo , Rifqi Kholiah, Mif’fetin Khotibul Umam Khotibul Umam Maulana Anwar Safi’i Maulana, Muhammad Agung Mirdiana, Fajar Muhammad I, Regan Nofan Nurfandi Novita Sari Nugraha, Prendy Prasetya Perdana, Renaldi Indra Pramujya S, Bayu Pratama, Andrie Mandala Yudha Qomaruddin, Mochammad Rahmatulloh, Muhammad Ramadon, Deni Ray, Devana Renaldi Indra Perdana Rendra, Taufik Rendy, Oktarisa Aviska Rizqian, Sahla Kayla Robandi, Fathur Rohman Salsabila, Dina Saputro, Yayan Adi Septian, Fadhlan Ghifari Syaiful Huda v, Feriyanto Wibowo, Gino Harto WICAKSONO, ADI Yayan Adi Saputro Yusup kristian