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All Journal Menara: Jurnal Teknik Sipil Jurnal Teknik Silitek
Fadhil Muhammad Nuryanto
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Engineering Environmental Science Industrial & Manufacturing Engineering Transportation

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BETON MUTU TINGGI SCC( Self Compacting Concrete) UNTUK KONSTRUKSI BERKELANJUTAN Fadhil Muhammad Nuryanto; Hanif Nanda Syahputra; Niza Widiana; Sigit Setyawan
Jurnal Teknik SILITEK Vol. 4 No. 02 (2024)
Publisher : Fakultas Teknik Universitas Pasifik Morotai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51135/jts.v4i02.154

Abstract

The long time it takes for concrete to harden is a disadvantage of this material compared to other materials. Concrete is a material that is often used in infrastructure development. There are alternative construction materials where concrete can flow through the reinforcement and fill the entire space in the mould densely without any compaction assistance, namely SCC concrete. The purpose of this research, the manufacture of SCC concrete utilises industrial waste as a filler for cement replacement materials, namely Fly ash and Silica fume. By using American Concrete Instituted (ACI) mix planning and EFNARC standards, making 3 cylinders of concrete measuring 30 cm x 15 cm and with the design of adding fly ash (2%), silica fume (9%) in the Civil Engineering Laboratory of Universitas Muhammadiyah Surakarta, this addition can produce a compressive strength of 24 Mpa within 1 day exceeding the required compressive strength and can reduce the percentage of impact on the environment compared to conventional concrete by; cement (50.96%), fly ash (100%), silica fume (100%). The results of this research can reduce social impacts such as, helping in urgent construction such as roads, reducing noise effects, and of course also reducing project costs. The expenditure for making SCC concrete with fly ash and silica fume is quite economical at Rp. 1,624,517.25/m³. This research is expected to be a sustainable, easy, fast, efficient and economical concrete innovation but also high quality.
ANALISA LENDUTAN TERHADAP STABILITAS STRUKTUR RANGKA ATAP GEDUNG KANTOR PADA KAWASAN X MAKASSAR Surya, Yuda Adi; Fadhil Muhammad Nuryanto; Ekodjati Tunggulgeni
Menara: Jurnal Teknik Sipil Vol. 20 No. 2 (2025): Menara : Jurnal Teknik Sipil
Publisher : Teknik Sipil, Fakultas Teknik Universitas Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21009/jmenara.v20i2.54707

Abstract

Rangka atap merupakan elemen struktural penting dalam menjaga kestabilan bangunan, namun lendutan berlebihan pada rangka atap dapat mengurangi kestabilan struktur dan berpotensi menimbulkan kerusakan serius. Penelitian ini bertujuan untuk mengevaluasi efektivitas penambahan pilar sebagai strategi mitigasi lendutan pada rangka atap. Penelitian dilakukan melalui pendekatan eksperimental dan simulasi menggunakan perangkat lunak SAP 2000 di Makassar. Data dianalisis untuk mengevaluasi karakteristik lendutan pada berbagai kondisi beban dan tipe material yang digunakan. Hasil penelitian menunjukkan bahwa lendutan pada struktur eksisting mencapai 13,347 cm, melebihi batas aman 4 cm. Setelah dilakukan redesign dengan penambahan rangka baja vertikal dan diagonal, lendutan berhasil dikurangi menjadi 2,3764 cm, memenuhi batas aman lendutan yang ditentukan. Penambahan pilar berupa besi hollow silinder (CHS) efektif meningkatkan stabilitas struktur atap. Penelitian ini memberikan kontribusi penting dalam pengembangan desain dan pemilihan material yang tepat untuk mengurangi lendutan berlebih, serta memberikan bukti ilmiah tentang efektivitas penambahan pilar dalam meningkatkan kekuatan struktur rangka atap.
Co-Authors Ekodjati Tunggulgeni Hanif Nanda Syahputra Niza Widiana Sigit Setyawan Surya, Yuda Adi