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Inersia : Jurnal Teknik Sipil dan Arsitektur

inersia
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Published by Universitas Negeri Yogyakarta

ISSN : 0216762X EISSN : 2528388X DOI : -

Core Subject : Engineering,

Civil Engineering, Building, Construction & Architecture

INERSIA is stand for INformasi dan Ekspose hasil Riset Teknik SIpil dan Arsitektur. This scientific journal is managed by the Department of Civil Engineering and Planning Education, Faculty of Engineering, Yogyakarta State University, in cooperation with the Persatuan Insinyur Indonesia (PII). It publishes and disseminates research results from lecturers and post graduate students from various universities in Indonesia, which has contributed to the development of science and technology, especially in the field of Civil Engineering and Architecture. INERSIA is published twice a year, in May and December.

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Articles 11 Documents

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Search results for , issue "Vol 10, No 2 (2014): Desember" : 11 Documents clear

ANALISIS KELAYAKAN ELEVATOR STUDI KASUS HOTEL GRAND TJOKRO DAN MATARAM CITY YOGYAKARTA Achmad Syaifudin, Sumardjito
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

The purpose of the study ist o e x ami n e e l e v a t o r p a s s e n g g e r f o r Ho t e l GrandTjokro Yogyakarta (HGTY) building and Apartment and Hotel Mataram Yogyakarta rewards toelevator requirement as a condition of a residential building needs in terms of capacity, speedand amount. The approach of the study was case study. This study conducted by collectingbuilding data (builds drawing) and specifications of the building elevators. The Analysiselevators using 2 references plan, which are taken from the table chart of Benjamin Stein in thebook Mechanical And Electrical Equipment for Building (MEE) and the empirical way of HartonoPurbo (2007). Based on the analysis of table sandgraphsof MEE, the result of the study showedthat HGTY requires 2 lifts (1050 kg, 2 m/s), as well as to AHMCY needs 4 lifts (1000kg, 1.75m/s). While empirical manner indicates that HGTY need 3 lifts (1050kg, 0.63 m/s) and 2 lifts ifthe speed of 2m/s, as well as for AHMCY, elevators analysis is made of 1 zone system and 2zone system. The system needs to lift 1 zone as much as 2 pieces lifts for apartments and 3pieces lifts to the hotel, and for the 2 zone system each require 4 lifts (1000kg, 1.75 m/s). Basedon the MEE concluded that (1a) HGTY elevators, speed meets there quirements, but thenumbers cannot be analyzed, because speed does not fulfill the requirements for residentialbuildings. As for the (1b) AHMCY elevators, speed and capacity have fulfilled the requirements,but the number was not sufficient to fulfill there quirements. Based on empirical way concludedthat (2a) HGTY elevators have fulfilled there quirements interms of capacity and speed, but thenumber was not sufficient to fulfill the requirements, while for (2b) AHMCY elevators, speed,capacity and quantity to fulfill the requirement soft the system when made 1 zone, but thenumber was not sufficient to fulfill the requirements when made 2 zone system.Keywords: feasibility, multi-storey buildings, passenger elevators

SPASIALISASI DATA TEKSTUAL DARI PERMENDAGRI NOMOR 70 TAHUN 2007TENTANG BATAS DAERAH KABUPATEN BANTUL DAN KULONPROGO Indra Putra Rusadi, Ilham Marsudi
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThe data from the Regulation of the Minister of Home Affairs No. 70 year 2007 regarding theregional boundaries of Bantul and Kulon Progo regencies is still textual so it is difficult forlayman to understand. Therefore arranging the spatial database using ArcGIS 10.1 isrequired to obtain the dynamic data. The process is conducted by processing the textualinformation into spatial database information in the form of visual data or the depiction of theregulation. This study was undertaken by transforming the Geographic Coordinate Database(GCDB) to form the geographic coordinates (Decimal Degrees). Furthermore, the data wasinput into the Arc Map 10.1 to determine the pillars position of the borders of Bantul andKulonprogo regencies. This study revealed that the coordinate data from the Regulation ofthe Minister of Home Affairs No. 70 year 2007 regarding the regional boundaries of Bantuland Kulon Progo Regencies, the Yogyakarta Province that is in the form of textual data canbe processed into visual data in the form of digitization into ArcGIS to produce a map of theposition of boundary pillars of the area.Keywords: border, digitization, pillar coordinates, spatialization

PENGARUH BAHAN TAMBAH POTONGAN LIMBAH MATERIAL PLASTIK TERHADAP KUAT TEKAN BEBAS PADA TANAH LEMPUNG WATES Muhammad Siddiqi Hajar, Dian Eksana Wibowo
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis research aims to classification clays in Kasongan Bantul based of AASTHO (AmericanAssociation of State Highway and Transportation Officials Classification) and to find out thehighest number of qu by using a mixed pieces of plastic material waste in percentage 0%,1%, 2%, and 3%. This research was conducted in laboratory soil mechanics the Departmentof Civil Engineering and Planning, Faculty of Engineering, Yogyakarta State University. Theresults showed that Clays in Kasongan Bantul based of AASTHO is classified A-7-6 (11) thatis medium to low; the plastic material waste reveals the highest number of qu, that is on 3 %that is 0,91286 kg/cm2; 2% that is 0,77660 kg/cm2; 1% that is 0,77354 kg/cm2; and 0% that is0,65345 kg/cm2.Keywords: Clay, plastic material waste, unconfined compression test

STUDI EKSPERIMEN KUAT LEKAT MORTAR BIASA PADA PASANGAN BETON RINGAN AERASI Yulianto Hendra, Imam Muchoyar
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

This study aims to determine the capacity of shear strength aerated lightweight concrete (AAC)with ordinary mortar and knowing the effective of mortar mix of aerated lightweight concrete.Aerated lightweight concrete is composed of a pair of aerated lightweight concrete usingordinary mortar binder. This research uses experimental study approach with 1PC:4 Ps; 1PC:5PS; 1PC: 6PS in proportion mix. The test object pair aerated lightweight concrete "Z" made oftwo pieces of lightweight measuring 10 x 10 x 20 cm. The data analysis used descriptivequantitative. The test result showed that the compressive strength and tensile strength of mortarwith 1PC:4PS; 1PC:5PS are 6,526MPa and 0,075MPa. The damage crack pattern is interfacefailure; and effective composition of mortar is 1PC: 4Ps in proportion mix.Keywords: Autoclaved Aerated Concrete, mortar.

KAPASITAS DAYA DUKUNG JARINGAN PIPA AIR BERSIH DAN VEN GEDUNG LEMBAGA PENGEMBANGAN DAN PENJAMINAN MUTU PENDIDIKAN UNIVERSITAS NEGERI YOGYAKARTA Adhimas Praditya Kurniawan, Sudiyono
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis last project aims to determine the size and dimensions of the clean water pipelines andventing pipes that will be used in capacity support capability of clean water pipelines andventing pipes in the building of Development and Quality Assurance of Education Institutionsof the Yogyakarta State University. This last project uses calculation method of the amount ofplumbing that based on building data to determine the capacity support capability of the pipeand the discharge flowing in pipelines. Pipe dimension that will be used is determined fromhead loss by using Peter Burberry’s nomogram. This last project is taken from the building ofDevelopment and Quality Assurance of Education Institutions of the Yogyakarta StateUniversity. Stage of this last project includes calculation plumbing load, water flow ratecalculation, head available calculation, calculation of head loss and pipe dimensions. Resultsof this last project are discharge flowing on capacity support capability of clean waterpipelines for 1st pipeline that flowing in 4th west floor building until 1st west floor is 18.28 l/s.In 2nd pipeline, discharge flowing in 3rd east floor until 1st east floor is 11.93 l/s. For 3rdpipeline, discharge flowing in 4th east floor is 5.83 l/d. The diameter that be used in clearwater pipelines in the building of Development and Quality Assurance of Education Institutionsof the Yogyakarta State University are ½”, ¾”, 1”, 1¼”, 1½”, 2”, 2½”, 3”, 4”, and 5”. For ventpipelines are 1½”, 2”, 2½”, 3”, and 4” all of them are qualifying.Keyword: Capacity Support Capability, Clean Water, Vent

EVALUASI STREET FURNITURE LAMPU JALAN DI KORIDOR KAWASAN MALIOBORO, YOGYAKARTA Dwi Sisilia Saputri, Retna Hidayah
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

This study aims to evaluate street furniture street lamp in the Malioboro area throughan aesthetic stand point, placement and lighting quality. Factors that make Malioboro be valuedand made a deep impression in the hearts of the people, the street furniture street lamp functionadds to the beauty of Malioboro at night. The existence of street lights should be in accordancewith the purpose of planning, so as to provide safety, comfort and strengthen the character ofan area. This study used survey method. Data collected through the measurement results, anddirect observation in the Malioboro area. The results showed that: (1) the design of lamppostshave a design detail, aesthetic, and gives the impression and feel of high-value works of art; (2)the color of white light is less to show the impression of beauty and reduce the region's identity;(3) Placement of signage looks crowded, disturbing viewpoint and identity elements of streetlights; (4) the placement of the distance between the lights are still very far apart, yet give astrong character to the aesthetics; (5) lighting quality meets the standard of lighting levels, butshould consider the main purpose of planning.Keywords: Aesthetics, identity, light path.

EFEK VARIASI FAKTOR AIR SEMEN TERHADAP KUAT GESER PASANGAN DAN POLA KERUSAKKAN GESER PASANGAN BETON RINGAN AERASI MENGGUNAKAN THIN BED MORTAR Candra Widiantoro Faqih Ma’arif
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

This research aims to investigate the capacity of shear strength Autoclaved Aerated Concreteusing thin bed mortar as an adhesive with variations of water cement ratio and determine thecrack pattern. This research was conducted in the laboratory of building materials, Departmentof Civil Engineering and Planning, Faculty of Engineering, Yogyakarta State University. The testobject 20 x10x10cm in dimension. The adhesive material was used thin bed mortar with varietyof water cement ratio 0.15; 0.20; and 0.25 respectively. The test results showed that the shearstrength average with f.a.s 0.15 ; 0.20 ; and 0.25 were 0,243 MPa; 0.269 MPa ; and 0,270 MPa;The crack pattern is combination failure.

KONTROL DEBIT BANJIR BENDUNG DI KALI KUNING Sutikno Lutjito
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study aims to determine design–flood discharge that occur in existing dam at Kali Kuning riverand calculate flood discharge at 4 control points Chek Dam Kuning, Yapah, Ngadirojo andDadapan Weir. The background of this study is flood disaster at Kalikuning river.The study iscarriedout by hydrology and hydraulic analysis. The analysis of hydrology which included: testing ofconsistency data of rain fall, analysis of area averaged rain fall, design rain fall and testing ofgoodness of fit by using Smirnov-Kolmogorof test and chi square test. The analysis of hydrauliciscarried out by calculation the height ofthe design flood at each control pointusing Bundchuformulation. The study results show that for 5th rain fall recorder, namely Kaliurang, Pakem,Sorasan, Sopalan and Tanjungtirto using the Rational Method, Weduwen, and Hasperare obtainedthe flood discharge for 100 year return period as follows (1) Chek dam Kuning 129.253 m3/sec, (2)Yapah weir 226.697 m3/sec (3) Ngadirojo weir 262.062 m3/sec, (4) Dadapan weir 287.046 m3/sec.By using Bundchu formulation are obtained the overflow depth as follows: (1) 1.254 m, (2) 2,526m, (3) 2,163 m, (4) 3.157 m. The result explained that in Ngadirojo weir and Dadapan weirnotableto accommodate High Run off design flood of Kali Kuning river, while in the others control pointsare relatively safe.Keywords: Flood discharge, high runoff, Kali Kuning river,

ANALISIS PERILAKU PEJALAN KAKI PADA PENGGUNAAN FASILITAS PENYEBERANGAN DI SEPANJANG JALAN KAWASAN MALIOBORO YOGYAKARTA Lilis Trianingsih, Retna Hidayah
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

ABSTRACTThis study aims to provide information on the behavior of pedestrians using the crossingfacilities along the Malioboro in Yogyakarta and to describe the perception of pedestrians on thecrossing condition of the facilities available. This study used survey method. the type ofresearch design used in this research is descriptive qualitative research is to depict or describethe naturally occurring condition. While data collection is done through a literature study,observation, and interviews. The population of this research is all pedestrian with the number ofrespondents as many as 20 people and sample collection techniques are Snowball Sampling.There are three aspects of the indicator analysis study, namely: security and safety, comfort,and ease of access. The results of this study are descriptions of the various behaviors ofpedestrians in using the facilities crossings in terms of security and safety aspects, comfort, andease of access as well as describe the condition of the facilities crossings available, so it can beused as an input policy development and design facilities crossings better.Keywords: Crossing Facilities, Security and Safety, Walking Behavior

PENGARUH VARIASI DEBIT ALIRAN TERHADAP GERUSAN MAKSIMAL DI BANGUNAN JEMBATAN DENGAN MENGGUNAKAN PROGRAM HEC-RAS Ichsanul Barokah, Didik Purwantoro
Inersia : Jurnal Teknik Sipil dan Arsitektur Vol 10, No 2 (2014): Desember
Publisher : Universitas Negeri Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21831/inersia.v10i2.9965

This research aims to find The maximum scour depth occurred in building bridges using HEC -RAS software . Maximum scour modeling results can be used to identify and estimate thestability of the structure of the bridge. This research using software HEC-RAS v. 4.1.0. Stagesof modeling programming includes several data input process, that is: the geometry data inputstream, bridge geometry data input, input the data flow, data input on bridge scour. Modeling isdone with the flow rate changes on any one process is running. Modelling maximum scour whoreviewed that is on the pillars of the bridge. This research result of this modeling with the flowrate variation, it can be seen that the discharge 5.87 m³ / s to 905.23 m³ / s began to increasethe depth of scour at the pillars. Then on debit 905.23 m³ / s to 1080.15 m³ / s scour depthexperience stability pillar, at a depth of 1.76 m..Keyword: HEC-RAS, Scour, The flow rate

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