{"title":"PERENCANAAN PONDASI TIANG PANCANG PADA GEDUNG UNIVERSITAS TULUNGAGUNG","authors":"Imam Mustofa, Sigit Winarto, Ahmad Ridwan","doi":"10.30737/jurmateks.v1i2.379","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.379","url":null,"abstract":"ABSTRAKThe foundation is an important part of the structure of the building. In particular,multi-storey buildings are now increasingly used, both private homes and public facilities.The foundation is the load bearing element of the column which then channels it to thehard soil layer. Piles are construction parts that are made of wood, concrete, steel or steel,which are used to carry surface loads to lower surface levels in the soil.The purpose of this final project is to be able to calculate / find out the load onthe building, the dimensions and depth of the pile foundation, the need forreinforcement and the stability of the control to match the load borne.Keywords: Foundation, Reinforced Concrete, Pile","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"295 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-08-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114454351","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"ANALISA PLAT KONVENSIONAL DENGAN PLATE FLATES PADA GEDUNG BPN KOTAMADYA MALANG","authors":"M. A. Asyari, Yosef Cahyo, Sigit Winarto","doi":"10.30737/jurmateks.v1i2.383","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.383","url":null,"abstract":"ABSTRACT Reinforced concrete is a composite element consisting of concrete and reinforcing steel planted in concrete. The main properties of concrete are strong in compressive forces but weak in tensile forces. Reinforcing steel in concrete serves to cover these weaknesses, namely resisting tensile forces and some compressive forces. The strength of the concrete itself is based on mixed proportions, conditions of temperature and humidity where the concrete will harden. Plates flates is the right choice for the owner loss of aesthetics due to transverse beam. From the calculation results it turns out that no special shear reinforcement is needed, adjustments by enlarging the column dimensions, plate strength or thickness. = 694 KN> Vn = 361,512 KN. To produce space efficiency that is expected, it is better to use plate flates. In terms of calculations it turns out that the plate flates need more reinforcement when compared to conventional plates. Keywords: conventional plate, plate flate, ","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-08-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130703940","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"PENELITIAN PENAMBAHAN BAHAN ADITIF KAPUR HIDRAT KAPUR PADAM SEBAGAI BAHAN PENGISI FILLER PADA CAMPURAN ASPAL BETON","authors":"Candra Yulianto, Yosef Cahyo Setianto Purnomo, Ahmad Ridwan, Agata Iwan Candra","doi":"10.30737/jurmateks.v1i2.378","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.378","url":null,"abstract":"ABSTRACTIn the construction of highways, the community generally uses concrete asphalt as aningredient in the construction of highways. Asphalt concrete mix (Hotmix) use in Indonesiafrom year to year is increasing. Because concrete asphalt (Hotmix) has advantages comparedto other materials, for example, the price is relatively economical / cheap compared to usingconcrete, its ability to support heavy loads of high vehicles. the practicality of making asphaltconcrete (hotmix) can be made from locally available materials and has good resistance toweather changes. The purpose of this research is how the effect of adding lime extinguishedon mixed materials on asphalt concrete (hotmix) and knowing how much percentage of lime2mixture goes out to reach the optimum point of concrete asphalt from the author's calculationresults can be concluded as follows:1. The value of stability of each decrease by adding lime is 5% at 778 kg, 10% at 645 kg,15% at 534 kg.2. The results of the volume of air cavity to mixture (VIM) with levels of 5%, 10% and 15%,namely 8.17%, 7.51%, and 6.85%.3. Pore volume results between aggregate grains (VMA) with levels of 5%, 10% and 15%,among others, 19.87%, 18.55%, and 17.73%.4. Pore volume results between aggregate grains filled with asphalt (VFB) with levels of 5%,10% and 15%, among others 58.88%, 56.61%, and 54.35%.5. The results of the Marshall Quotient (MQ) value of 5%, 10% and 15% Marshall Quotient(MQ) are 297 kg / mm, 230 kg / mm, and 198 kg / mm.Keywords: Concrete Asphalt, Addition of lime extinguished, Marshall test characteristics","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"196 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-08-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125723907","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"STUDI PERENCANAAN STRUKTUR PONDASI TIANG PANCANG GEDUNG FAKULTAS SYARIAH IAIN PONOROGO","authors":"Lin Sintyawati, Sigit Winarto, Ahmad Ridwan","doi":"10.30737/jurmateks.v1i2.380","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.380","url":null,"abstract":"ABSTRACTThe foundation is a basic construction of a building that functions to carry away dead loads, live loads and angina loads and earthquake loads of a building to the soil layer which is at the bottom without causing excessive soil collapse. In this calculation I use the mayerhoff method and the calculation based on the results of the analysis of the carrying capacity of single and group foundations can be concluded that: 1. the results of loading analysis that occurred in the IAIN Ponorogo Sharia Faculty Building 379,198.5 kg. 2. the calculation of the sondir which is carried out by the hard soil depth reaches a depth of 5.8 meters. Calculation of pile foundation using a diameter of 40 cm with reinforced iron D16 iron spacing 125 with 5 reinforcement contents, and said SAFE. 3. The results of the shear force control calculation: a. Calculation of One-Way Shear Control = 1,085.34 tons> Nominal Shear Force = 348.05 tons said SAFE b. Calculation of Two-Way Shear Control = 1.272.45 tons> Nominal Shear Force = 877.91 tons said SAFE, 4. The pile foundation will experience cracking when there is a moment of 58,278,400 tons / m2 <150 tons / m2 maximum moment SAFE is permitted and said the decrease that will occur is 4,644 mm <360 mm, a decrease that is permitted and said SAFE. Keywords: pile foundation, meyerhoff method, fracture of pile foundation, reduction / pile foundation stability.","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"99 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-07-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122028759","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"PERENCANAAN STRUKTUR ATAS ASRAMA PUTRI DI UNIVERSITAS KADIRI","authors":"Renaldi Oza Pubawa, Ahmad Ridwan, Yosef Cahyo","doi":"10.30737/jurmateks.v1i2.376","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.376","url":null,"abstract":" ABSTRACTThe upper structure is the parts that make up buildings such as sloof, walls, columns, beams, and roofs. In this upper structure these components have a very important role. Today, civil engineering students are required to be able to plan well so that they are strong and durable for a long time.In planning this upper structure, of course there are many methods that can be used to calculate moments, one of them is ultimate moment method, which can be combined with a reference from SK SNI 2847,2013. For pouring images can be presented with CAD (Computer Aided Design) software called AutoCAD.The results of this plan are used for roof and floor plates used 100 mm and 120 mm thick with reinforcement used 12 mm main reinforcement and 8 mm stirrup reinforcement with a distance of 200 mm. For beams and Sloof used the same, which is 16 mm for basic reinforcement and 10 mm for reinforcement Sengkang with a distance of 200 mm. Whereas for columns, reinforcement 16 mm and Sengkang 12 mm with a distance of 200 mm are used. The load distribution that occurs is for the roof floor of 20.640,924 kgm, because the assumption of loading the 1st floor to 6th is the same, which is equal to 23.233,644 kgm. The moments that occur in this plan are on the plate occurred at 17.074,370 kgm, the beam occurred at 342.733,875 kgm and 493.536,780 kgm. In the column arises a fairly large moment, with a value of 551.697,600 kgm. From the calculation of the earthquake load get the result = 159843 (kNm).Keywords: Planning, Structure, CAD, SNI","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-07-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133242816","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"ANALISIS DAMPAK LALU LINTAS PENGEMBANGAN PASAR PON TRENGGALEK","authors":"D. Kriswanto, Ahmad Ridwan, Sigit Winarto","doi":"10.30737/jurmateks.v1i2.381","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.381","url":null,"abstract":"ABSTRACT The plan to develop the Pon Trenggalek Market, which is located on Jl.RA Kartini No. 1 Trenggalek, will cause seizures and pulls which will reduce the performance of roads and intersections around the area. Therefore it is necessary to do an Traffic Impact Analysis (Andalalin) in order to minimize the decline in the performance of roads and intersections and be able to provide solutions to traffic problems that occur due to the development of the Trenggalek Pon Market. Keywords: Generating and pulling, Traffic impact analysis, Jl RA Kartini","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-07-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115893367","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"PERENCANAAN STRUKTUR BAJA PADA KONSTRUKSI EMPAT LANTAI PADA HOTEL JAYA BAYA","authors":"Alfin Saputra, Sigit Winarto, Ahmad Ridwan","doi":"10.30737/jurmateks.v1i2.382","DOIUrl":"https://doi.org/10.30737/jurmateks.v1i2.382","url":null,"abstract":"AbstractConstruction buildings in Kediri area still tends to use concrete construction with conventional methods, which are prone to specifications from planning the structure of the building. Due the process of making cast dough and casting it is often not done properly so it can eliminate the strength and structure. Therefore, hotel building is planned to use Steel Construction and Precast Floor Elimination, in order to have not reduction in specification design structure.In LRFD method, probability analysis is not needed, except for general situations not set in Regulations Obtained LRFD planning calculations referring to the latest SNI 1729-2015.Based on the planning, the calculation structure of loading is calculated in m2, where the production results are entered into the Sap 2000 v20 analysis software program. The structure used on PL 125 floor panels. 2000, beam WF 300x150x6.5x9, column WF 400x400z13x21, the conclusion of the structure is safe based on the applicable conditions. Keywords : steel structure planning for SNI building 03-1729-2015","PeriodicalId":382880,"journal":{"name":"Jurnal Manajemen Teknologi & Teknik Sipil","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2018-06-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125951839","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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