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Penerapan teknologi jembatan berbahan baja ringan bentang 10 m Untuk lalu lintas kendaraan roda 4 pada pengabdian masyarakat di Kelurahan Pondok Rajek Kecamatan Cibinong-Bogor: PENERAPAN TEKNOLOGI JEMBATAN BERBAHAN BAJA RINGAN BENTANG 10 M UNTUK LALU LINTAS KENDARAAN RODA 4 PADA PENGABDIAN MASYARAKAT DI KELURAHAN PONDOK RAJEK KECAMATAN CIBINONG-BOGOR Andi Indianto; Rikki Sofyan Rizal; Hendrian Budi Bagus Kuncoro
Abdimas Siliwangi Vol. 7 No. 2 (2024): Juni 2024
Publisher : IKIP SILIWANGI

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22460/as.v7i2.21536

Masyarakat kampung Bulak Rata RT 004 RW 007 Kelurahan Pondok Rajek Cibinong kondisinya terpisahkan oleh sungai Gondang selebar 12 meter dengan RT 003 RW 006, Kelurahan Harapan Jaya, Cibinong, Bogor. Saat ini belum terdapat jembatan yang menghubungkan kedua wilayah tersebut, sedangkan adanya jembatan akan sangat bermanfaat dimana dapat digunakan sebagai akses dari dan menuju sekolah Madrasah Tsanawiyah yang berlokasi di RT 003 RW 006, Kelurahan Harapan Jaya, Cibinong. Oleh karena itu perlu dibuat sebuah jembatan agar masyarakat khususnya anak sekolah MTS Sulamun Najah dapat menyeberang sungai dengan aman. Pengadaan jembatan diawali dengan survey dan pengukuran bentang jembatan, dilanjutkan dengan desain jembatan, pembuatan jembatan dan diakhiri dengan pemasangan jembatan di atas kepala jembatan yang sudah disiapkan oleh masyarakat setempat. Jembatan yang dibangun adalah Jembatan rangka baja ringan type Trough Warren Truss Square bentang 10m, dengan lebar 2,4m, dengan menggunakan Lantai ortotropic pelat baja bordes. Dengan telah dibangunnya jembatan penghubung antar kampung ini, lalu lintas menuju Madrasah Tsanawiyah Sallamun Najah menjadi lancar.

Redesigning the Production Warehouse and Packaging House at the Agricultural Office of the Main Hall of Food Crops and Horticultural in Banten Province Darwis, Zulmahdi; Fathonah, Woelandari; Kuncoro, Hendrian Budi Bagus; Zulfathir, Reza
Jurnal Fondasi Vol 12, No 1 (2023)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36055/fondasi.v12i1.19548

The Banten Provincial Agriculture Office aims to repurpose an existing storage warehouse into a packaging warehouse and production facility for food products. This study focuses on assessing the structural performance of the building and determining its suitability for the new functions. Utilizing the Load and Resistance Factor Design (LRFD) method, the strength of the current structure is evaluated under the anticipated loads. The analysis reveals that while most elements of the building meet the required standards, the existing columns are unable to support the intended load. Based on calculations, the nominal compressive strength value of the existing IWF column is determined to be 202.462 kN, falling short of the required strength of 255.075 kN. To address this, a recommendation is made to reinforce the columns by wrapping their steel profiles with reinforced concrete, transforming them into composite columns with a nominal compressive strength capacity of 1678.24 kN. This reinforcement approach ensures that the building can effectively accommodate the packaging and production operations for food products. The findings of this study provide essential guidance for the Banten Provincial Agriculture Office in making informed decisions on the necessary structural improvements. By implementing the proposed reinforcement measures, the building's structural integrity is enhanced, prolonging its service life and ensuring its suitability for the intended functions.

Experimental Study of Joint Tool Variations in Cold Rolled Steel Structure Connection Systems C75 – 0,65 mm Kuncoro, Hendrian Budi Bagus; Indianto, Andi; Putri, Mukhlisya Dewi Ratna
Jurnal Fondasi Vol 13, No 2 (2024)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36055/fondasi.v13i2.28646

C75 cold rolled steel is a material used in building construction with a lighter weight compared to conventional steel. One important aspect in the design of C75 light steel is the connection, where the connection must be designed safely so it is very important to maintain the structural integrity of the building and ensure the safety of building users. The aim of the research is to obtain the correct formulation for the C75 mild steel connection type in relation to the thickness of the C75 cold rolled steel. The method used is to create a connection system in the form of a variety of connections consisting of connections using screws only, combined screws and bolts, and connections using rivet nails. Overall, from the test results, it was found that the use of mild steel connections with a modified model between screws and bolts produced a greater value compared to using rivet connection tools alone or screws alone, this happened the same for every thickness of mild steel tested, both thickness 0, 65 mm, 0.75 mm or 1.00 mm. The greatest results were found in the connection of 4 screws and 1 bolt at a mild steel thickness of 1.00 to 100.00 N with a deflection of 2.58 mm. When compared with rivets, the increase reached 42.50%, while compared with screws, there was an increase of 20.00%. So rivet connections are brittle compared to screws and screw and bolt connections are a more ductile connection, so they can be recommended as connections in light steel. It's just that mild steel which has a greater thickness tends not to cause buckling compared to mild steel which is much thinner, where buckling is likely to occur in the mild steel material.

Experimental Study of Joint Tool Variations in Cold Rolled Steel Structure Connection Systems C75 – 0,65 mm Kuncoro, Hendrian Budi Bagus; Indianto, Andi; Putri, Mukhlisya Dewi Ratna
Jurnal Fondasi Vol 13, No 2 (2024)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62870/fondasi.v13i2.32674

C75 cold rolled steel is a material used in building construction with a lighter weight compared to conventional steel. One important aspect in the design of C75 light steel is the connection, where the connection must be designed safely so it is very important to maintain the structural integrity of the building and ensure the safety of building users. The aim of the research is to obtain the correct formulation for the C75 mild steel connection type in relation to the thickness of the C75 cold rolled steel. The method used is to create a connection system in the form of a variety of connections consisting of connections using screws only, combined screws and bolts, and connections using rivet nails. Overall, from the test results, it was found that the use of mild steel connections with a modified model between screws and bolts produced a greater value compared to using rivet connection tools alone or screws alone, this happened the same for every thickness of mild steel tested, both thickness 0, 65 mm, 0.75 mm or 1.00 mm. The greatest results were found in the connection of 4 screws and 1 bolt at a mild steel thickness of 1.00 to 100.00 N with a deflection of 2.58 mm. When compared with rivets, the increase reached 42.50%, while compared with screws, there was an increase of 20.00%. So rivet connections are brittle compared to screws and screw and bolt connections are a more ductile connection, so they can be recommended as connections in light steel. It's just that mild steel which has a greater thickness tends not to cause buckling compared to mild steel which is much thinner, where buckling is likely to occur in the mild steel material.

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