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All Journal Nusantara Hasana Journal Jurnal Pengabdian Masyarakat (ABDIRA) SAINSTEK Journal of Scientific Research, Education, and Technology
Sri Agustin
Sekolah Tinggi Teknologi Indragiri
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Pelatihan Penggunaan Microsoft Office dalam Upaya Peningkatan Pelayanan Administrasi bagi Pegawai Kantor dan Perangkat Desa Rantau Mapesai Kecamatan Rengat Kabupaten Indragiri Hulu Sri Agustin; Lisa Trisnawati; Sri Guntur
Jurnal Pengabdian Masyarakat (ABDIRA) Vol 2, No 3 (2022): Abdira, Juli
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/abdira.v2i3.185

Abstract

In the face of the times, especially the development of increasingly advanced Science and Technology, adequate skills are needed to support the performance of office employees and village officials, especially Rantau Mapesai Village. This is because in service activities to the community, office employees and village officials in Rantau Mapesai are still not optimal in operating Microsoft Office. This condition certainly has an impact on the lack of maximum administrative services to the community. The purpose of this community service is to provide training to improve and maximize the potential of human resources on how to operate computers in Microsoft Word, Microsoft Excel and Microsoft Powerpoint application programs for office employees and village officials. The increase in the average pre-test score of 62.72 to the post-test of 88.00 indicates the level of participants' understanding of Microsoft Office. Through this training activity, participants can understand the importance of using technology in an effort to improve administrative services in the village.
Monitoring Kerentanan Bangunan Gedung Dengan Metode Rapid Visual Screening Sri Agustin; Reni Suryanita; Zulfikar Djauhari
Sainstek (e-Journal) Vol. 7 No. 1 (2019)
Publisher : Sekolah Tinggi Teknologi Pekanbaru

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Abstract

Rapid Visual Screening (RVS) adalah sebuah metode peninjauan kondisi bangunan terhadap gempa secara visual, menggunakan form analisis khusus yang merangkum seluruh hasil tinjauan visual dan menghasilkan nilai akhir minimal 2 (dua) untuk kondisi aman terhadap gempa, jika kurang dari 2 (dua) maka gedung perlu dilakukan evaluasi lebih lanjut. Tujuan penelitian ini untuk menganalisis tingkat resiko bangunan gedung terhadap gempa dan mampu menentukan nilai akhir (final score) sebagai keluaran dari metode Rapid Visual Screening (RVS). Hasil Respons Spektral MCE perioda pendek, redaman 5% (Ss) dan Respons Spektral MCE perioda 1 detik, redaman 5% (S1) pada penelitian ini berada di Moderate Seismicity, analisis, kondisi bangunan gedung pada penelitian tergolong ke dalam kondisi tidak rawan gempa, hal ini dibuktikan dari seluruh nilai akhir (final score)berada di atas angka minimal yaitu 2 (dua), hanya pada Gedung Plaza Rengat yang memiliki kombinasi dari 2 (dua) jenis tipe gedung C1(Concrete moment resisting frames) bernilai 2,3 dan C3 (Concrete frames with unreinforced masonry infill walls), dengan nilai pada C3 adalah 1,3 dari angka minimal, karena pada bagian tengah dalam gedung terdapat kondisi struktur yang tidak diperkuat dengan tambahan balok dari lantai 2 hingga lantai 4. Gedung Kantor Bupati, Dinas Pendidikan, Dinas Perpustakaan, Sejuta Sungkai, dan SD Negeri 006 menghasilkan final score di atas angka 2 (dua). Dengan begitu bangunan gedung pada penelitian ini berada pada kondisi aman akan terjadinya gempa.
PENGARUH PENAMBAHAN KAWAT BENDRAT DAN SERBUK KACA TERHADAP KUAT TEKAN PADA PAVING Emerson Fitti Valdi; Sri Agustin; Lisa Trisnawati
Nusantara Hasana Journal Vol. 2 No. 3 (2022): Nusantara Hasana Journal, August 2022
Publisher : Nusantara Hasana Berdikari

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Abstract

Some requirements for paving must have physical properties according to SNI 03-0691-1996 regarding paving, namely compressive strength, wear resistance, and absorption. Efforts to improve these properties can be done by adding fiber to the mixture. The use of glass waste and bendrat wire in partial replacement of fine aggregate is expected to be an alternative to various problems in the construction and environmental world. According to (Soroushian & Bayasi, 1987) the basic idea of ​​adding fiber is to provide reinforcement in concrete with steel fibers that are evenly distributed into the concrete mix which can prevent premature cracks in the concrete, either due to heat of hydration or due to loading, so that expected to be able to increase ductility, abrasion resistance, compressive strength, tensile strength, flexural strength, resistance to shrinkage, fracture and peeling. The compressive strength of standard paving already has good strength, with the addition of glass waste and bendrat wire as fine aggregate, it is expected to be able and further increase the compressive strength of the paving. From the results of research and testing, it can be seen that the effect of adding variations in the mixture of 0%, 5%, 10%, and 15% bendrat wire and glass powder to the compressive strength of paving can increase the compressive strength of concrete by 36.26 Mpa, 46.12, respectively. Mpa, 50.15 Mpa and 55.66 Mpa. The addition of bendrat wire and paving glass powder can increase the value of the compressive strength of paving and is recommended as an additional fiber for paving, with the addition of bendrat wire and glass powder 15% with a percentage increase of 10.2%.
Analysis of The Compressive Strength of K 225 Concrete Using Palm Oil Shell Waste as A Particular Replacement of Coarse Aggregates High School Of Indragiri Rengat Technology Pirman Jaka Wiranta; Sri Agustin; Lisa Trisnawati
Journal of Scientific Research, Education, and Technology (JSRET) Vol. 2 No. 1 (2023): Vol. 2 No. 1 2023
Publisher : Kirana Publisher (KNPub)

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Abstract

Sand, coarse aggregate, and fine aggregate make up the building material known as concrete. Cement and water are used to bind these components together. The production of building construction is the typical application for using concrete (Atamini & Moestafa, 2018). In this study, researchers used a combination of 1%, 3%, and 5% shells from palms at ages 7, 14, and 21 days to measure the compressive strength of concrete using quality K-225. Concrete that is 21 days old or older because, according to PBI 1974, the strength of concrete is nearly 100% at this age. According to the results of the compressive strength test, the compressive strength of the 1% concrete mixture after 21 days was 238.40 kg/cm 2, the compressive strength of the 3% mixture after 21 days was 236.58 kg/cm 2, and the compressive strength of the 5% mixture after 21 days was 219.44 kg/cm 2. The inclusion of palm shells for quality K-225 can be employed at a mixture of 1% to 3% to obtain the required compressive strength, as can be observed from numerous modifications in the percentage of the combination. Keywords : compressive strength, aggregate, palm shell
Co-Authors Emerson Fitti Valdi Lisa Trisnawati Pirman Jaka Wiranta Reni Suryanita Sri Guntur Zulfikar Djauhari