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All Journal Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Inersia : Jurnal Teknik Sipil
Islam, Mukhlis
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Civil Engineering, Building, Construction & Architecture Engineering Transportation

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NEW NORMAL PADA SEKTOR KONSTRUKSI SETELAH PANDEMI COVID-19 Edriani, Annisa Fitria; Islam, Mukhlis
STABILITA || Jurnal Ilmiah Teknik Sipil Vol 11, No 2 (2023):
Publisher : Fakultas Teknik Jurusan Sipil Universitas Halu Oleo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55679/jts.v11i2.41628

Abstract

Pandemi COVID-19 mendorong banyak negara menutup akses negaranya, menekan aktivitas sosial masyarakatnya, dan mendorong mereka untuk berdiam di rumah. Kebijakan tersebut tentunya menimbulkan dampak perlambatan terhadap ekonomi dunia dan pertumbuhan GDP (gross domestic product/produk domestic bruto) yang diproyeksi menurun menjadi 2.4% pada tahun 2020. Semakin tertekannya ekonomi dunia, termasuk Indonesia, mendorong Presiden Indonesia mengambil beberapa kebijakan untuk menghidupkan ekonomi. Presiden menginstruksikan pelonggaran terhadap Pembatasan Sosial Berskala Besar (PSBB) yang diterapkan di beberapa wilayah di Indonesia dengan beberapa penyesuaian baru (new normal). Sektor konstruksi sebagai salah satu sektor terbesar di Indonesia harus pula melakukan penyesuaian menghadapi era new normal. Penelitian ini dilakukan untuk mengetahui perubahan yang terjadi terhadap sektor konstruksi pada era new normal setelah pandemi COVID-19.
ANALISIS KAPASITAS PROFIL BAJA WIDE FLANGE YANG EFISIEN SEBAGAI ELEMEN BALOK, KOLOM, DAN BALOK-KOLOM PADA STRUKTUR GEDUNG (Analisis Terhadap Profil IWF dan HCS Berdasarkan SNI 1729:2015) Anggara, Jeirry; Wahyuni, Ade Sri; Islam, Mukhlis; Gunawan, Agustin; afrizal, yuzuar
Inersia: Jurnal Teknik Sipil Vol. 16 No. 2 (2024)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.16.2.80-88

Abstract

The design of the steel frame structure for beam, column and beam-column elements which takes quite a lot of time makes engineers it difficult forin the field of building construction. Engineers have to do several experiments to findsteel profiles IWF and HCS that are safe, efficient and economical. The problems that arise due to the length of the design process are the basis for this research. The research was conducted on 100 profiles IWF and HCS which consisted of 81 profiles IWF and 19 profiles HCS. The analysis was carried out with reference to SNI 1729:2015. The results of this study are in the form of moment capacity graphs and tables of axial capacity of steel profiles as well as coefficients of m and U. Moment capacity graphs and tables of axial capacity of IWF and HCS profiles produced can assist in designing safe and efficient steel profiles as beam, column and column elements. column beam. Efficiency testing of steel profiles used as beam-column elements proves that the safety profile of the axial resisting profile and ultimate moment is close to the value 1.
Co-Authors Afrizal, Yuzuar Anggara, Jeirry Edriani, Annisa Fitria Gunawan, Agustin Wahyuni, Ade Sri