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Achmad Muchayan
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achmad.muchayan@narotama.ac.id
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ijeeit@narotama.ac.id
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NAROTAMA UNIVERSITY, Indonesia AR HAKIM 51 SURABAYA JAWA TIMUR www.narotama.ac.id
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IJEEIT : International Journal of Electrical Engineering and Information Technology
Published by Universitas Narotama Surabaya
ISSN : 26152088     EISSN : 26152096     DOI : https://doi.org/10.29138/ijeeit.v3i2
Core Subject : Science, Engineering,
Computer Science & IT Electrical & Electronics Engineering
is an open-access journal publishing original research from across all areas of the Electrical Engineering and Information Technology We offer our authors a highly respected home for their research. Partnering with our extensive network of expert peer reviewers, our editorial team provides rigorous, objective and constructive peer review, and will support you throughout the publication process. We led by the same ethical and editorial policy guidelines to ensure that all the research we publish is scientifically robust, original, and of the highest quality. We help your research reach more people and maximize its impact. As an open-access journal, we ensure that your work is immediately accessible and highly discoverable across a range of channels Focus and Scope IJEEIT publishes original research from all areas of the Electrical Engineering and Information Technology
Arjuna Subject : Ilmu Komputer (semua kategori) - Ilmu Komputer (Lain-Lain)
Articles 5 Documents
 1 
Search results for , issue "Vol 2 No 1 (2019): March 2019" : 5 Documents clear
STUDY OF 7 BUILDING DEVELOPMENT PLANNING SPECIFICATION OF STEEL FRAMEWORK STRUCTURE (BASED ON SNI 1729 - 2015) (CASE STUDY: OFFICE BUILDING CONSTRUCTION PROJECT) Tomi Admanegara; Koespiadi Koespiadi
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 1 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i1.1146

Abstract

Steel is a material that is widely used in industrial development and buildings with functions as the main building frame. This plan aims to plan a building structure with 7 floors plus a ground floor that will function as an office building with analysis using a Structure Analysis Program (SAP 2000 v.19) combined with steel regulations on SNI 1729: 2015. Based on the results of SAP analysis 2000 v.19 produces a column structure using WF Steel 400x400x30x50 with the beam 1 using the profile of Steel WF 350x300x14x23 and for the beam 2 using the profile of Steel WF 200x200x9x14. For anchor and baseplate using anchor M-25 with a length of 400 mm, with baseplate thickness of 25 mm and for bolts using M-25 bolts with a total of 16 bolts.
STRUCTURAL ANALYSIS OF APARTMENT BUILDING WITH SPECIAL RESISTING FRAME SYSTEM Sita Ramandhani Arumsari Susanto; Koespiadi Koespiadi
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 1 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i1.1147

Abstract

Indonesia has a high earthquake risk, therefore several buildings in Indonesia are designed with seismic retention systems where the column structure is designed to be stronger than the beam. The calculation of apartment building structure in this final design is based on SNI 1726:2012 and SNI 2847:2013. The method used in this calculation is the Special Moment Resisting Frame System (SMRFS) because the building area is included in the category of E seismic design which is a type of soft soil. The Special Moment Resisting Frame System is designed so that the building has more strength to withstand earthquakes, especially the column structure. This building is classified as a high-level building, therefore the analysis of seismic load is carried out by Spectrum Response Dynamic, using the SRSS (Square Root of the Sum Squares) method because the building structure has far-flung natural vibration times. In high-rise buildings, it is necessary to control the displacement between floors to reduce the large sway on each floor. The displacement between floors resulting from elastic analysis is less than the maximum allowable intersection between floors. so that the building structure is still safe against swaying.
ANALYSIS OF PROJECT IMPLEMENTATION SCHEDULE USING MICROSOFT PROJECT (Case Study: Trenggalek City Square Area) Muhammad Zainal Muttaqin; Farida Hardaningrum
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 1 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i1.1148

Abstract

A project implementation schedule can be said to be successful if the implementation process can be completed in accordance with the planned time. Planning a good project implementation schedule must be supported by good project control. Because what happens in the field is not necessarily in accordance with what has been planned. By analyzing the cost and end time of project completion, it can provide detailed project performance schedule information. In this study, the analysis of the project implementation schedule is done manually, which is to make the S curve and use the Microsoft Project 2019 program. The method used is to enter the data related to the analysis into the program, then this Microsoft project will calculate automatically according to the formulas. calculation formula that has been made, so that the calculation of the project implementation schedule analysis will be faster and more accurate. The results of the cost analysis following the price of the Trenggalek district work unit for the renovation of the City Square is IDR. 6,078,136,530. Estimated schedule in planning the S schedule time curve with Microsoft Project 2019, there is a time difference of scheduling 39 calendar days or a difference of 1 month more that can save time and costs of implementing work. At the planning stage of scheduling with an S curve of 20 weeks or 140 days, using Microsoft Project 2019, the results obtained 101 days of project completion time. In the area of ornamental plants experiencing critical trajectory, due to the end of the work that is expected to be completed and handover, so it must add workers to be on target
ANALYSIS AND DESIGN OF DRAINAGE SYSTEM PLANNING STUDY (CASE STUDY GRAHA WISATA SIDOARJO RESIDENTIAL) M. Fachrul Reza; Diah Ayu Restuti Wulandari
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 1 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i1.1149

Abstract

Graha Wisata Sidoarjo Housing has a land area of 470,000 m2 located in Lebo Village, Sidoarjo District, Sidoarjo Regency. The housing is passed by the Anak Afvoer Sidokare channel. With the change in land function, it is necessary to analyze the capacity of the Anak Afvoer Sidokare watershed. The rainfall data used is the annual maximum rainfall from the rain station Durungbedug, Ketintang, Sidoarjo, Sumput .. The method of rainfall analysis uses the Log Pearson type III method. Planned flood discharge in the Anak Afvoer Sidokare watershed at 25 years using the Nakayasu method is 450.55 m3 / sec while the existing Afvoer capacity with dimensions of 10 m x 4.172 m is 537.39 m3 / sec, the cross section of the Son Afvoer Sidokare channel is not overflow.
EFFECT OF THE EXISTENCE OF CITY PARK COMMUNITY SATISFACTION IN INFRASTRUCTURE DEVELOPMENT (CASE STUDY: CITY SURABAYA) Nanda Putri Ayuningtyas; F. Rooslan Edy Santosa
IJEEIT : International Journal of Electrical Engineering and Information Technology Vol 2 No 1 (2019): March 2019
Publisher : NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/ijeeit.v2i1.1150

Abstract

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