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All Journal Jurnal Forum Teknik Sipil Jurnal Pengabdian Kepada Masyarakat Undana (Abdimas Undana)
Partogi H. Simatupang
Universitas Nusa Cendana
Civil Engineering, Building, Construction & Architecture Economics, Econometrics & Finance Education Engineering Health Professions Materials Science & Nanotechnology Social Sciences Transportation

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Journal : Jurnal Forum Teknik Sipil

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Studi Parametrik Pengaruh Variasi Pengekangan Terhadap Nilai Kapasitas dan Daktilitas Penampang Kolom Beton Bertulang Bentuk T Adveni H.A Lada; Partogi H. Simatupang; Andi H. Rizal
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 1 No 1 (2021): Volume 1 Nomor 1 Mei 2021
Publisher : Universitas Nusa Cendana

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (887.608 KB) | DOI: 10.35508/forteks.v1i1.4077

Abstract

Column has a function as a successor of the entire building load for foundation with a cross-sectional shape which generally a square. In its development, the shape of column section has begun to vary, namely the 'L', 'T' and 'Plus (+)' shaped sections. The purpose of this study was to determine the effect of restraint parameters such as diameter of stirrups, distance between stirrups, diameter and configuration of longitudinal reinforcement also concrete quality on the capacity and ductility of T-shaped non-square column using Response-2000, XTRACT and SAP2000 programs to ensure the percentage comparison of the analysis result data is not more than 5%. The results of this study for each type of cross-section, namely each increase in the percentage of concrete quality parameters ranging from 25-35 MPa, the diameter of longitudinal reinforcement and diameter of stirrups will increase the value of capacity and decrease the value of ductility, while for each increase in the percentage of parameters the distance between stirrups will decrease the value of capacity and the ductility value. Meanwhile, the variation of longitudinal reinforcement configuration produces T2-1 section as cross section with the largest capacity value and T1-2 section as cross section with the greatest ductility value.
Pengembangan RAB dan Analisa Harga Satuan Pekerjaan Jaringan Irigasi Berbasis Android Maria Fransiska Besituba; Partogi H. Simatupang; H.A Hidayat Rizal
JURNAL FORUM TEKNIK SIPIL (J-ForTekS) Vol 3 No 1 (2023): Volume 3 No.1 Mei 2023
Publisher : Universitas Nusa Cendana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35508/forteks.v3i1.9299

Abstract

Penelitian ini dilakukan untuk menghasilkan sebuah aplikasi android untuk perhitungan RAB dan Analisa Harga Satuan Pekerjaan Jaringan Irigasi Berbasis Android. Perhitungan RAB dan Analisa Harga Satuan Pekerjaan Jaringan Irigasi berbasis android menggunakan Android Studio dengan Java sebagai bahasa pemograman. Dalam penelitian ini menggunakan metode waterfall. Hasil dari penelitian ini yaitu aplikasi perhitungan RAB dan AHSP Jaringan Irigasi yang digunakan di platform android dan output berupa file PDF (AHSP, RAB dan Rekapitulasi). Aplikasi ini memuat beberapa menu yaitu Splash Screen, Cover, Login, Register, Informasi Proyek, Analisa Harga Satuan Pekerjaan, Rencana Anggaran Biaya, Rekapitulasi dan Ouput. Aplikasi ini menggunakan Minimum SDK (API:5.0 (Lolipop)) sehingga hanya dapat digunakan oleh user yang memiliki Versi Android 5.0 keatas. Dan aplikasi digunakan secara online (membutuhkan internet).
Co-Authors Adveni H.A Lada Andi H. Rizal Dantje Sina Dolly Karels H.A Hidayat Rizal Jusuf J. S. Pah Maria Fransiska Besituba Rosmiyati A Bella Sudiyo Utomo