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All Journal Jurnal Teknologi Informasi : Jurnal Keilmuan dan Aplikasi Bidang Teknik Informatika BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan
Abertun Sagit Sahay
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Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Energy Engineering Library & Information Science Other

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RANCARancang Bangun Website E-Learning Program Studi Pendidikan Jasmani, Kesehatan Dan Rekreasi Jurusan Ilmu Pendidikan FKIP Universitas Palangka Raya Jadiaman Parhusip; Abertun Sagit Sahay; Antonius Nahak Marin
JURNAL TEKNOLOGI INFORMASI Vol 13 No 1 (2019): Jurnal Teknologi Informasi (JTI)
Publisher : Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1103.395 KB)

Abstract

Physical Education and Recreation Study Program is one of Study Programs of Education Stream of Faculty of Teacher and Education of Palangka Raya University. During this time, learning and teaching activity in Physical Education and Recreation Study Program (PJKR) happens with one condition in which there is a meeting between students and lecturer in a class. If the meeting does not happen this means the learning and teaching activity will be interrupted or delayed. To solve the problem of delayed learning and teaching activity, it is needed a certain facility which is available to maximize the learning and teaching process through the development of technology in education area. This is known as website e-learning. This website was constructed using PHP, database MySQL and also phases of waterfall software development method; Analysis and Definition of Need, System Plan and Software, Implementation and Test of Unit, Integration and Test of System, and Operation and Maintenance. The result of the blackbox test showed that website e-learning PJKR Program Study could manage feature of e-learning which were lecture materials and assignments or quizes. This e-learning ran well accordance with its design
RANCARancang Bangun Website E-Learning Program Studi Pendidikan Jasmani, Kesehatan Dan Rekreasi Jurusan Ilmu Pendidikan FKIP Universitas Palangka Raya Jadiaman Parhusip; Abertun Sagit Sahay; Antonius Nahak Marin
Jurnal Teknologi Informasi: Jurnal Keilmuan dan Aplikasi Bidang Teknik Informatika Vol. 13 No. 1 (2019): Jurnal Teknologi Informasi Jurnal Keilmuan dan Aplikasi Bidang Teknik Informat
Publisher : Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47111/jti.v13i1.282

Abstract

Physical Education and Recreation Study Program is one of Study Programs of Education Stream of Faculty of Teacher and Education of Palangka Raya University. During this time, learning and teaching activity in Physical Education and Recreation Study Program (PJKR) happens with one condition in which there is a meeting between students and lecturer in a class. If the meeting does not happen this means the learning and teaching activity will be interrupted or delayed. To solve the problem of delayed learning and teaching activity, it is needed a certain facility which is available to maximize the learning and teaching process through the development of technology in education area. This is known as website e-learning. This website was constructed using PHP, database MySQL and also phases of waterfall software development method; Analysis and Definition of Need, System Plan and Software, Implementation and Test of Unit, Integration and Test of System, and Operation and Maintenance. The result of the blackbox test showed that website e-learning PJKR Program Study could manage feature of e-learning which were lecture materials and assignments or quizes. This e-learning ran well accordance with its design
ADDITION OF BENDRAT WIRE TO THE FIBER CONCRETE MIXTURE WITH ARTIFICIAL COARSE AGGREGATE MADE FROM TANGKILING CLAY, PALANGKA RAYA CITY Liliana; Abertun Sagit Sahay; Supiyan
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 13 No. 1 (2025): Journal Balanga Edisi Januari-Juni 2025
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v13i1.18852

Abstract

This study evaluates the physical properties, bulk density, water absorption, and specific gravity of artificial coarse aggregate derived from Tangkiling clay, Palangka Raya City, as well as the effect of wire fiber addition on the mechanical properties of fiber concrete. The artificial coarse aggregate was produced by firing clay at a temperature of 1000°C, resulting in rounded aggregate shapes. The bulk density of the aggregate in a loose condition was recorded at 889 kg/m³, while the water absorption was 13.69%. The specific gravity in dry and saturated surface-dry conditions was 1.260 and 1.385, respectively. The fiber concrete made with a combination of artificial coarse aggregate and wire fiber showed a hardened concrete bulk density ranging from 1890 – 2070 kg/m³. The optimal wire fiber concentration of 1.93% produced a maximum compressive strength of 20.399 MPa. However, statistical analysis revealed that the addition of wire fiber had no significant effect on increasing the compressive strength.
MECHANICAL PERFORMANCE OF NYLON FIBER-BASED FIBER CONCRETE WITH ARTIFICIAL COARSE AGGREGATE FROM TANGKILING CLAY Liliana Sahay; Abertun Sagit Sahay; Supiyan; Syahrozi; Giris Ngini; Theo Fransisco
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 14 No. 1 (2026): Journal Balanga Edisi Januari-Juni 2026
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v14i1.25743

Abstract

This study investigates the physical properties of artificial coarse aggregate produced from Tangkiling clay and examines the influence of nylon fiber addition on the bulk density, compressive strength, and flexural strength of fiber-reinforced concrete. The aggregate was manufactured by firing clay at 1000°C for 15 minutes. Results indicate that the produced aggregate does not qualify as lightweight aggregate under SNI 03-2461-2002, with a maximum bulk density of 984 kg/m³, exceeding the 880 kg/m³ limit. The fiber-reinforced concrete exhibited bulk densities between 1,830 and 1,855 kg/m³. Incorporating 0.4% nylon fiber increased the bulk density above 1,850 kg/m³, classifying the mix as normal-weight concrete. Mixes containing 0.20–0.40% nylon fiber met the structural lightweight concrete requirement with compressive strengths exceeding 17.24 MPa, while 0.36% fiber content achieved the highest compressive strength of 20.03 MPa. Flexural strength ranged from 2.40 to 2.80 MPa, surpassing the 2.3 MPa minimum set by SNI 2461-2014, with the optimal value of 2.79 MPa recorded at 0.23% fiber content.
Co-Authors Antonius Nahak Marin Giris Ngini Jadiaman Parhusip, Jadiaman Liliana Sahay Supiyan, Supiyan Syahrozi Theo Fransisco