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Jurnal Rekayasa Sipil (e-journal)
Published by Universitas Islam Malang
ISSN : 23377720     EISSN : 23377739     DOI : 10.33474
Core Subject : Social, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Transportation
Jurnal "Rekayasa Sipil" sebagai media informasi dan forum kajian bidang Teknik Sipil berisi tulisan ilmiah hasil penelitian. Diterbitkan oleh jurusan Teknik Sipil Fakultas Teknik Universitas Islam Malang setiap bulan Februari dan Agustus. Redaksi mengundang para ahli, praktisi, peneliti dan semua pemerhati keteknik sipil an untuk menyumbangkan tulisan yang belum pernah diterbitkan dalam media cetak lain.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 4 Documents
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Search results for , issue "Vol 8, No 6 (2020): Jurnal Rekayasa Sipil" : 4 Documents clear
Analisa Kerusakan Perkerasan Lentur (Flexible Pavement) Pada Ruas Jalan Pacing-Pacet kabupaten Mojokerto Dengan Metode 1 Pavement Condition Index (PCI) Ery Dharmawan; Bambang Suprapto; Azizah Rachmawati
Jurnal Rekayasa Sipil Vol 8, No 6 (2020): Jurnal Rekayasa Sipil
Publisher : Universitas Islam Malang

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Abstract

Analysis the damage flexible pavement by method pavement condition index (PCI) on the Pacing-Pacet road section, road pavement damage assessment system thatrefers to the type, dimensions, and level of damage that occurred, and can be oneof the references to determine the type of maintenance of road pavement damage.The Pacing-Pacet road section has become one of the main accesses, resulting inmany vehicles crossing the Pacing-Pacet road section, so that the burden receivedby the road becomes greater which will result in damage to the pavement. Thisstudy aims to determine the pavement conditions on the Pacing-Pacet road usingthe pavement condition index (PCI) method with a section length of 21 km dividedinto 42 segments where each segment has a size of 500 x 9 m. Analysis of eachsegment is done visually in the field by measuring the dimensions of the damage,identification of the type of damage, and the level of damage to determine the valueof the pavement condition index (PCI). The results of visual surveys in the fieldfound types of damage such as fillings, holes, sinks, wear, obesity, crocodile skincracks, longitudinal and transverse cracks, groove cracks, and without damage.The PCI value on the Pacing-Pacet road segment is 26, which means that thepavement conditions on the Pacing-Pacet road segment are bad, so the type ofmaintenance used is periodic maintenance so that the damage that occurs on thePacing-Pacet road section is not getting worse.Keywords: road damage analysis, type of road damage, PCI.
STUDI ALTERNATIF PERENCANAAN DENGAN METODE KOMPOSIT GEDUNG FISIP UNIVERSITAS MUHAMMADIYAH SIDOARJO Farah Nuriyana; Warsito Warsito; Bambang Suprapto
Jurnal Rekayasa Sipil Vol 8, No 6 (2020): Jurnal Rekayasa Sipil
Publisher : Universitas Islam Malang

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Abstract

Structure Planning is intending to produce a stable, strong, durable structure and to fulfill thedesirable purposes.The more development of era and technology improvement,the developmentproject also following the current of development by searching some various alternative planning,for example by using the alternative of composite structure method. Composite structure is amaterial which formed by two or more materials which different as physically and character, suchas concrete and steel.That combination will produce a stronger profile design, light, and moreeconomic rather than non-composite structure.This lecture building of FISIP is located in Campus1 of Sidoarjo Muhammadiyah University, which has seven floors with width of the building is16,5m, the length is 24,5m, the height is 31,75m, and be included in earthquake risk zone 3. In thislast assignment writing that is re-planning by using alternative of composite method and countingprocess by using StaadPro application with 2D portal modeling.The last result which is obtained the plate thickness 12,5cm with main reinforcement 10-125 and reinforcement for 10-150; thesecondary beam using steel profile WF300.150.6,5.9, WF250.126.6.9;the main beam using steelprofile WF500.200.10.16;the column using steel profile WF400.400.15.15;and foundationplanning is using piling foundation by using 50cm diameter and 50m depth. Keyword : Structure Planning, Composite Structure, Lecture Building.
STUDI ALTERNATIF PERENCANAAN STRUKTUR BAJA PADA BANGUNAN GEDUNG LAB TERPADU UNIVERSITAS ISLAM MALANG Febri Renaldy; Warsito Warsito; Azizah Rachmawati
Jurnal Rekayasa Sipil Vol 8, No 6 (2020): Jurnal Rekayasa Sipil
Publisher : Universitas Islam Malang

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Abstract

Steel structures are modern structural materials that are commonly used to build buildings and Bridges. As the changing ages with the growth of human resources increased especially thegrowing number of students, therefore the Islamic University of Malang built an integratedLaboratory. Steel construction is used because of easy installation and high strength. The integratedLaboratory Building of the Islamic University of Malang has a five floors, 40 meters of the lenght,16 meters of the widht and 20,6 meters of the height. In this final project a re-planning is carriedout using a stell frame structure. Re-planning this stell structure using the reference Standart ofplanning SNI 1726:2012, SNI 1727:2013, SNI 2847:2013, SNI 03-1726:2002 and SNI 03-17292002.Analysis of steel frame structure from integrated Laboratory calculation using 2D portalmodeling with STAAD Pro V8i application as well as planning the connection in each steel element,and in result a plate thickness of 12,5 centimeters using the principal reinforcement Ø10-125 ofprincipal reinforcement and Ø10-200 of stirrup reinforcement ; earthquake load is 3875,83 kg,7038,61 kg, 10355,5 kg, 13610,9 kg, 14821,2 kg ; joist uses 350.175.7.11 WF profile, 250.125.6.9WF, 200.100.5,5.8 WF ; main beam uses 900.300.16.28 profile WF ; the column uses 900.300.16.28profile WF. Pile foundation is used based on planning with a depth of up to 12 meters, with the SPTbased on the carrying capacity of the pile is 110,319 tons.Keywords : Altenative studies, Planning, Structure, Steel, Building
ALTERNATIF DESAIN STRUKTUR JEMBATAN MENGGUNAKAN BAJA TIPE BOWSTRING TRUSS PADA JEMBATAN NIOGA KABUPATEN PUNCAKJAYA WAMENA Nova Verocha; Warsito Warsito; Azizah Rachmawati
Jurnal Rekayasa Sipil Vol 8, No 6 (2020): Jurnal Rekayasa Sipil
Publisher : Universitas Islam Malang

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Abstract

Puncak Jaya Regency is a regency located in the central mountainous region of Papua Island and is included in thePapua Province region. Geographically located at position 137 ° 15 '- 138 ° 15' East Longitude and 2 ° 0 '- 3 ° 0' SouthLatitude. In the Usulimo - Karubaga - Mulia section in Puncakjaya Regency there is an area separated by a river. Thegovernment connects the area with the Nioga bridge. At present the bridge uses a Truss type steel frame construction.The bridge is a national transportation system that has an important role especially in supporting the economic, socialand cultural and environmental fields. The purpose of this planning study is to plan the structure of a bridge frame usinga Bowstring Type steel frame with a span of 40 meters and a width of 9 meters. In Nioga bridge planning using theLoad and Resistance Factor Design method and for the analysis of bridge structure modeling using the STAAD Proprogram. On this bridge it is planned to use steel profiles WF 400x200x8x13 for longitudinal girder, WF900x300x16x28 for transverse girder, WF 388x402x15x15 for lower main girder and curved main girder, LD150.150.19 for upper, middle and lower wind ties. The dimensions of elastomeric pads are 60 cm long, 60 cm wide, and16.2 cm high. The foundation used is the pile foundation with a diameter of 30 cm with a number of 10 poles at a depthof 14m.

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