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All Journal Publikasi Riset Orientasi Teknik Sipil (Proteksi) International Journal of Social Science, Educational, Economics, Agriculture Research, and Technology (IJSET)
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Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Education Transportation

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Performance Assessment of Road Infrastructure Affected by Traditional Market Operations in Meulaboh, West Aceh District: Evaluasi Kinerja Jalan Akibat Aktivitas Pasar Tradisional Kota Meulaboh, Kabupaten Aceh Barat Hilma Erliana; Chaira
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 7 No 1 (2025): Vol 7 No 1 (2025)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/proteksi.v7n1.p67-75

Abstract

The traditional market of Meulaboh, West Aceh is a vital economic centre, but its activities put significant pressure on the surrounding road network. Research method used was to analyse the performance of a road section using the Manual of Road Capacity in Indonesia (MKJI 1997). Results of traffic flow measurements showed a consistent pattern: the highest vehicle volumes occurred on Saturday with peaks of 95.7 smp/h on Jl. Daud Dariyah (13.15-13.30) and 92 smp/h on Jl. Chik Ali Akbar (17.45-18.00). Meanwhile, Jl. Blang Pulo recorded a steady flow of over 1750 smp/hr with a DS of 0.77 (morning) and a peak of 1940.4 smp/hr (afternoon). Temporal analysis reveals a distinctive pattern where morning activity (07.00-09.00) is dominated by goods transport vehicles, while afternoons (16.00-18.00) are packed with shoppers using motorbikes. Road level of service classifications varied: from the worst condition on Jl. Daud Dariyah (level D-E) to the best on Jl. Melati (level B-C) with an average vehicle speed of 35.67 km/hour. The findings indicate an imbalance between road capacity (2299 smp/h) and traffic volumes, especially in segments adjacent to the market loading and unloading area. The comprehensive solution proposed includes management strategies for the short, medium and long term.
STRUCTURAL ANALYSIS OF SPACE EXPANSION OF CONCRETE BUILDING WITH RETROFITTING STEEL PORTAL Andrisman Satria; Chaira; Yunita Arafah
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 3 No. 7 (2024): JUNE
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/ijset.v3i7.532

Abstract

Changes in the function of buildings often necessitate modifications to the structural form, requiring construction reinforcement to ensure stability and safety. This study aims to evaluate the effectiveness of structural reinforcement using steel in buildings undergoing functional changes. The methodology involves comparing the structural analysis of the existing building with the building after reinforcement. The research findings indicate that using IWF 250x125x6x9 steel as a reinforcement solution significantly enhances the structure's load-bearing capacity. In conclusion, the reinforcement of concrete beams with IWF 250x125x6x9 steel has proven effective in increasing the building's load capacity, thereby ensuring the building's safety and sustainability.
STRUCTURAL ANALYSIS OF CONCRETE BUILDING SPACE EXPANSION WITH STEEL PORTAL REINFORCEMENT STRUCTURAL ANALYSIS OF SPACE EXPANSION OF CONCRETE BUILDING WITH RETROFITTING STEEL PORTAL Andrisman Satria; Chaira; Yunita Arafah
International Journal of Social Science, Educational, Economics, Agriculture Research and Technology (IJSET) Vol. 3 No. 9 (2024): AUGUST
Publisher : RADJA PUBLIKA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/ijset.v3i9.534

Abstract

Changes in the function of buildings often necessitate modifications to the structural form, requiring construction reinforcement to ensure stability and safety. This study aims to evaluate the effectiveness of structural reinforcement using steel in buildings undergoing functional changes. The methodology involves comparing the structural analysis of the existing building with the building after reinforcement. The research findings indicate that using IWF 250x125x6x9 steel as a reinforcement solution significantly enhances the structure's load-bearing capacity. In conclusion, the reinforcement of concrete beams with IWF 250x125x6x9 steel has proven effective in increasing the building's load capacity, thereby ensuring the building's safety and sustainability.
Co-Authors Hilma Erliana Yunita Arafah