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Rinrin Siti Ratna Purinur

Institut Teknologi Garut

Author-ID : 4395534

Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Economics, Econometrics & Finance Languange, Linguistic, Communication & Media Social Sciences Other

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Peningkatan Pengetahuan Pencegahan Covid-19 Masyarakat Kampung Cimasuk Kidul Athaya Zhafirah; Gariballah Syarief; Rinrin Siti Ratna Purinur; Rafiqan Moch. Ghilman; Ruly Frans Albar; Maris Bakti Fauzi
Jurnal PkM MIFTEK Vol 1 No 2 (2020): Jurnal PkM MIFTEK
Publisher : Institut Teknologi Garut

Fasilitas umum pencegahan Covid-19 yang diberikan oleh pemerintah desa di Kampung Cimasuk Kidul Kabupaten Garut sudah ada, seperti tempat cuci tangan dan alat penyemprot desinfektan. Namun, masyarakat Kampung Cimasuk Kidul masih tidak dapat menggunakan fasilitas tersebut dengan baik dan masih abai terhadap protokol kesehatan. Hal tersebut dikarenakan kesadaran dan pengetahuan masyarakat Kampung Cimasuk Kidul yang masih kurang. Kegiatan Kuliah Kerja Nyata Tematik Pencegahan Covid-19 Sekolah Tinggi Teknologi Garut dilakukan untuk meningkatkan pengetahuan serta kesadaran masyarakat Kampung Cimasuk Kidul dalam pencegahan Covid-19. Metode yang digunakan yaitu identifikasi awal, pemaparan edukasi secara daring dan luring, peningkatan kapasitas, serta kegiatan kemanusiaan. Hasil dari penyelesaian masalah di Kampung Cimasuk Kidul adalah tersalurkan 120 masker, terpasang spanduk informasi pencegahan Covid-19, penyemprotan desinfektan, penambahan fasilitas tempat cuci tangan, dan terpasang 2 buah penyanitasi tangan. Kegiatan Kuliah Kerja Nyata berhasil meningkatkan pengetahuan serta kapasitas masyarakat Kampung Cimasuk Kidul dalam pencegahan Covid-19.

Pengujian Kuat Lentur dan Geser Balok Beton dengan Bundel Tulangan Rinrin Siti Ratna Purinur; Eko Walujodjati
Jurnal Konstruksi Vol 20 No 2 (2022): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.20-2.1212

The beam is part of a shear system, generally a horizontal component in the moment frame, responsible for bending and shear forces with or without axial or torsional forces. In construction, problems are often encountered in obtaining structural elements with a small cross-section but having great strength, as well as small reinforcement spacing because of the large area of reinforcement required. The purpose of this study is to obtain a solution for structural elements, especially beams, so that they have great strength with unreachable reinforcement spacing requirements, by knowing the ratio of shear and flexural strength in bundled 4Φ6 reinforced concrete beams and single reinforced concrete beams using the proportion of the cross-sectional area of the reinforcement. the same one. The results of the average compressive strength test of cylindrical concrete for 28 days are f'c 12.68 MPa. The beam with bundle reinforcement (TP 4Φ6) has a cross-sectional area of 105.83 mm2 while the beam area with single reinforcement (TP Φ12) has a cross-sectional area of 106.80 mm2 so that the cross-sectional area of the reinforcement bundle has a difference of 0.97 mm2 or 0.92 % with single reinforcement. The average flexural strength of TP 4Φ6 beam beam = 9.11 KNm, and Φ12 single beam beam = 7.61 KNm. The average shear strength value of TP bundle reinforcement beams is 4Φ6 = 58.88 KN, and that of single reinforcement beams is Φ12 = 57.94 KN. Beams with bundles of reinforcement produce a difference in flexural strength of 19.71% and a difference in shear strength of 1.62%, so beams with bundles of 4Φ6 reinforcement are stronger than beams with single reinforcement of Φ12.

Pengujian Kuat Lentur dan Geser Balok Beton dengan Bundel Tulangan Rinrin Siti Ratna Purinur; Eko Walujodjati
Jurnal Konstruksi Vol 20 No 2 (2022): Jurnal Konstruksi
Publisher : Institut Teknologi Garut

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33364/konstruksi/v.20-2.1212

The beam is part of a shear system, generally a horizontal component in the moment frame, responsible for bending and shear forces with or without axial or torsional forces. In construction, problems are often encountered in obtaining structural elements with a small cross-section but having great strength, as well as small reinforcement spacing because of the large area of reinforcement required. The purpose of this study is to obtain a solution for structural elements, especially beams, so that they have great strength with unreachable reinforcement spacing requirements, by knowing the ratio of shear and flexural strength in bundled 4Φ6 reinforced concrete beams and single reinforced concrete beams using the proportion of the cross-sectional area of the reinforcement. the same one. The results of the average compressive strength test of cylindrical concrete for 28 days are f'c 12.68 MPa. The beam with bundle reinforcement (TP 4Φ6) has a cross-sectional area of 105.83 mm2 while the beam area with single reinforcement (TP Φ12) has a cross-sectional area of 106.80 mm2 so that the cross-sectional area of the reinforcement bundle has a difference of 0.97 mm2 or 0.92 % with single reinforcement. The average flexural strength of TP 4Φ6 beam beam = 9.11 KNm, and Φ12 single beam beam = 7.61 KNm. The average shear strength value of TP bundle reinforcement beams is 4Φ6 = 58.88 KN, and that of single reinforcement beams is Φ12 = 57.94 KN. Beams with bundles of reinforcement produce a difference in flexural strength of 19.71% and a difference in shear strength of 1.62%, so beams with bundles of 4Φ6 reinforcement are stronger than beams with single reinforcement of Φ12.

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