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All Journal Teras Jurnal AGREGAT Abdimas Talenta : Jurnal Pengabdian Kepada Masyarakat STEAM Engineering : Journal of Science, Technology, Education And Mechanical Engineering JATI EMAS (Jurnal Aplikasi Teknik dan Pengabdian Masyarakat) Jurnal Hutan Tropika JURNAL TEKNIK SIPIL UNAYA BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Jurnal Abdimas Ilmiah Citra Bakti (JAICB) PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan
Samuel Layang
Universitas Palangka Raya
Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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THE STUDENT’SLEARNING RESULT USING COOPERATIVE LEARNING MODEL TYPE PAIR CHECKS ON MATERIAL REQUIREMENTS, EQUIPMENT, HEALTH AND SAFETY IN CLASS X TECHNICOF CONSTRUCTION STONE AND CONCRETE SMK NEGERI 1 PALANGKA RAYA 2015/2016 Firdaus Saputra; Samuel Layang
PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan Vol. 2 No. 2 (2016): Journal Parentas Edisi Juli-Desember 2016
Publisher : Jurusan Pendidikan Teknologi Dan Kejuruan

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Abstract

Based on observations and interviews with productive subjects teachers in grade X of Stone and Concrete SMK Negeri - 1 Palangkaraya, students understand less and very rare to ask with the result that the learning is teacher focused. Be based the final evaluation, 70% of students score less than 70 which has not reached the value of Minimum Exhaustiveness Criteria (KKM) that implemented by the school with curriculum KTSP. This study aims to determine the learning results of students through Cooperative Learning Model Type Pair Checks on the subject matter requirements, health and safety equipment inthe students of class X TKBB SMKN-1 Palangka Raya academic year 2015/2016. This research is categorized as descriptive research with quantitative approach method by using Pair Checks type cooperative learning model on student learning results on the subject requirements, health and safety equipment in class X Technic of Stone and Concrete SMK Negeri 1 Palangka Raya, academic year 2015/2016 with 32 students for experimentalgroup and another 32 students from Department of Building Image Engineering for the control group. The research results showed that posttest of the experimental group (X2 = 3.0111 <X2table = 11,070) and the control group (X2 = 2,2299 <X2tabel = 11,070) were normal and homogeneous distributed (Fhitung = 1.60 <Ftabel = 1.82).The average results of posttest of the experimental group was 88 and the control group was 71,553. The analysis of the data used in this research is t-test at 5% significant level that means (thitung = 5.32> ttabel = 1.999), then Ho rejected and Ha accepted. Then it can be drawn the conclusion that there is an increase in student learning results by using cooperative learning model type Pair Checks on subject requirements, health and safety equipment in the class X Technic of Stoneand Concrete SMK Negeri 1 Palangka Raya 2015/2016.
THE OPTIMIZATION OF REINFORCING STEEL BY IRON FIBER (LATHE WASTE) AND OFFSET TECHNIQUE AT THREE-DIMENSIONAL PORTAL Samuel Layang; Wiratno
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 3 No. 2 (2015): Journal Balanga Edisi Juli-Desember 2015
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

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Abstract

The objective of this study is to determine the effect of metal fibres (lathe waste) usages and offset technique at three-dimensional portals to the reinforcement wide. The study was conducting by experimental in laboratory. This experiment is arranged by testing of 25 cylindrical concretes (size 15 cm x 30 cm) under mix design method of SNI 03-2834-2000 (The procedure of making a normal concrete mix plan). All concrete cylinders were tested at 28 days of age in order to obtain an actual compressive strength. The ultimate moment capacity of three-dimensional portal is analyzed by STAAD Pro 2004 engineering computer program. The results of test shows that the compressive strength on concrete with 8% steel fibres is increased up to 45.46%. And the reinforcement wide were decresing up to 1.87% (pedestal level 1); 2.95% (pedestal level 2); 2.67% (field level 1) and 3.99% (field level 2). The beams which only using the offset technique will save the use of steel amounted to 17.81% (pedestal level 1); 18.25% (pedestal level 2); 2.38% (field level 1) and 2.80% (field level 2). Beams that used iron fibres and the offset technique will save the use of steel amounted to 18.25% (pedestal level 1); 20.18% (pedestal level 2); 4.92% (field level 1) and 6.55% (field level 2). Its decresing wide was showing on statics analisys and caculation of reforcing steel requirement.
THE BENDING CAPACITY OF CONCRETE BEAM DUE TO ADDITION OF IRON FIBER (WASTE OF LATHE MACHINE) Samuel Layang; Wiratno
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 4 No. 2 (2016): Journal Balanga Edisi Juli-Desember 2016
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

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Abstract

This research aimed to determine the effect of iron fibers (waste of lathe machine) to the capacity of flexure in normal concrete mix. This research uses test specimen of 15 pieces cylindrical (size 15 cm x 30 cm) and 9 lengths of beam (length x width x height: 60 cm x 15 cm x 15 cm). Concrete mix are designed complying to SNI 03-2834-2000 on Procedures Mix Concrete Manufacturing Plan for Normal. Concrete cylinders were tested at 28 days to get the actual compressive strength. Concrete beams were tested based on ISO 4431:2011 test method for flexural strength of normal concrete by two point loading at 28 days to obtain a flexural strength, fracture patterns that occur. Based on the test results of concrete cylinders, the average value of compressive strength for each variation of the mixture is 14.58 MPa (fiber content 0%); 10.80 MPa (fiber content 8%); 13.60 MPa (the fiber content of 10%). Flexure testing results for each variation of the mixture was 1.87 MPa (fiber content 0%); 1.64 MPa (fiber content 8%); 1.78 MPa (fiber content 10%). The pattern of cracks that occur in all the beams show the same results that the crack caused by the bending effect. Cracks occurred in the middle of the beam span that starts from the bottom side experiencing gravity and move toward the top and finish with the breaking of the beam.
APPLICATION OF GOOGLE CLASSROOM-BASED BLENDED LEARNING MODEL IN CREATIVE PRODUCT AND ENTREPRENEURSHIP LEARNING SUBJECTS IN SMK NEGERI 1 PALANGKA RAYA Erin Kristina; Pantur Pandiangan; Layang, Samuel
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 8 No. 2 (2020): Journal Balanga Edisi Juli-Desember 2020
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v8i2.2008

Abstract

This study aims to determine student learning outcomes and student responses using the Google classroom-based Blended Learning method. This research is a descriptive study with a quantitative approach. The research sample was 26 students of class XII KGSP SMK N 1 Palangka Raya academic year 2019/2020. The research instrument was a learning outcome test and a questionnaire. The learning outcome test is in the form of multiple-choice consisting of a pre-test and a post-test. The results showed that classical completeness at the pre-test was 3.85%, and after applying the Blended Learning Model (post-test), classical completeness was 100%. Student response to the use of Google Classroom was 76.27% which is categorized as a very strong response.
FIBER REINFORCED POLYMER AS A REINFORCING MATERIAL FOR CONCRETE STRUCTURES Layang, Samuel
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 9 No. 1 (2021): Journal Balanga Edisi Januari-Juni 2021
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/balanga.v9i1.3276

Abstract

Concrete is one of the materials that is widely used in various structural works because it has advantages, especially it has high compressive strength and is easy to form. However, concrete can also be damaged by physical, chemical, mechanical and excessive loads. Damaged concrete structures must be repaired and strengthened immediately to prevent further damage that can lead to structural failure. One of the materials that can be used for structural reinforcement is Fiber Reinforced Polymer (FRP). FRP is a composite material made of three basic components, namely fiber, polymer and additives. FRP has advantages such as having high strength, light weight, corrosion resistance, easy installation, requiring little or no scaffolding. FRP is very well used to increase the capacity of structures in buildings that are undergoing changes in function
FEASIBILITY STUDY OF XIV HIU PUTIH HOUSING, PALANGKA RAYA CITY BASED ON PERMENPERA No 22/PERMEN/M/2008 Ardiansyah; Layang, Samuel
PARENTAS: Jurnal Mahasiswa Pendidikan Teknologi dan Kejuruan Vol. 7 No. 1 (2021): Journal Parentas Edisi Januari-Juni 2021
Publisher : Jurusan Pendidikan Teknologi Dan Kejuruan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37304/parentas.v7i1.2949

Abstract

This study aims to assess the feasibility of housing type 36 which was built by PT. Toraa Graha Utama at the Perumahan Hiu Putih XIV Palangka Raya City, Central Kalimantan based on Permenpera Nomor 22/Permen/M/2008. The study refers to livable houses that apply a healthy and safe environment supported by public infrastructure, facilities and utilities regulated by technical guidelines for minimum service standards in the district/city housing sector. This study uses a descriptive qualitative method and uses analysis. The research instruments were in the form of questionnaires and interviews with informants. There are 30 house samples. Based on the results of the study, it is known that the Perumahan Hiu Putih XIV has implemented the provisions for livable houses, and meets the building safety requirements, minimum adequacy of building area and the health of its occupants, and has also implemented environmental criteria equipped with environmental infrastructure, and public facilities. The results of calculations from respondents' answers conducted at the time of the interview obtained 88% of the total achievement of livable houses and a healthy and safe environment supported by infrastructure, facilities and public utilities.
Pemetaan Udara Dengan Pesawat Tanpa Awak Untuk Survey Cepat Karhutla Di Provinsi Kalimantan Tengah: Aerial Mapping with Unmanned Aircraft for Rapid Survey of Forest and Land Fires in Central Kalimantan Province Petrisly Perkasa; Yusuf Aguswan; Samuel Layang; Prasatya Aji Santoso; Glen Wildodo
HUTAN TROPIKA Vol 17 No 1 (2022): Volume 17 Nomor 1 Tahun 2022
Publisher : Jurusan Kehutanan, Fakultas Pertanian Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/jht.v17i1.3806

Abstract

The capital city of Central Kalimantan, namely Palangka Raya City, almost every year there are always forest and land fires that harm many people both economically, socially and environmentally which will certainly hinder the development of this city, Palangka Raya has a fire-prone area of 33,824 ha. Monitoring forest and land fires with manual field visits which can be very time consuming. To shorten the time and expand the ability to monitor forest and land fires, the use of Unmanned Aerial Vehicles (UAV) or drone images is one solution to map fire-prone areas in all fields. The aerial photography produced by the UAV is processed using the photogrammetric method to produce a responsible aerial photo map covering an area of 41.92 with 17 benchmark points to block fires in the UPR campus forest from spreading.
KUAT TEKAN DAN MODULUS ELASTIS BETON NORMAL YANG MENGGUNAKAN AGREGAT KASAR GABUNGAN Samuel Layang; Petrisly Perkasa
Jurnal Teknik Sipil Unaya Vol 8, No 1 (2022): Januari 2022
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v8i1.2609

Abstract

This study aims to obtain the percentage of coarse aggregate combined between crushed stone and uncrushed stone which produces the optimum compressive strength and elastic modulus of concrete. To achieve this goal, an experimental study was carried out in the laboratory using a cylindrical specimen with a diameter of 150 mm, a height of 300 mm with six variations of the mixture. Concrete mix planning is based on SNI 03-2834-2000 concerning Procedures for Making Normal Concrete Mixture Plans. The test results show that the greatest compressive strength and elastic modulus is produced by a concrete mixture in which all coarse aggregates use crushed stone with a compressive strength value of 10.12 MPa and an elastic modulus of 16413.57 MPa. For concrete mixtures that use a combination of the coarse aggregate of crushed stone and unbroken stone, the largest compressive strength and elastic modulus are produced from a mixture of 80% crushed stone and 20% uncrushed stone.
A COMPARISON OF THE FLEXURE BEHAVIOR OF NORMAL CONCRETE BEAM COMPILED BY GRAVEL AND CRUSHED STONE Samuel Layang; Wiratno
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 1 No. 1 (2013): Journal Balanga Edisi Januari-Juni 2013
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

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Abstract

This research purposed fordiscoverfigure of concrete beam flexure failure. Its concrete beams researched are composed by coarse grain aggregate of gravel and crushed stone. This research was conducted by 10 (ten) concrete cylinders (Ø15 cm x 30 cm) and 5 (five) concrete beams(60 cm x 15 cm x 15 cm). Normal concrete mix design is calculated by SNI 03-2834-2000 method.The result of this research has showed if average compressive strength of crushed stone concrete is 11.511 MPa and 12.449 MPa for gravel stoneconcrete. The average beam bending capacity of crushed stone concrete is 1.002kNm and 1.054 kNm for gravel stone concrete. The crack pattern of all tested beam considered similar. The crack occur was done in the middle of beam, moving by bottom to top which analogous to increasing load to the center of load. The failure of all tested beam are considered as flexure failure.
THE CAPACITY OPTIMIZATION OF BEAM ULTIMATE MOMENT ON PLANE FRAME Samuel Layang
BALANGA: Jurnal Pendidikan Teknologi dan Kejuruan Vol. 2 No. 1 (2014): Journal Balanga Edisi Januari-Juni 2014
Publisher : Jurusan Pendidikan Teknologi dan Kejuruan, FKIP, Universitas Palangkaraya

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Abstract

The purpose of this research is to determine the effect of beam length on the ultimate moment occurs especially in plane frame that carries concentrated load and uniform load. This research used a plane frame as a model with calculating upon length of beam from center to center of column and clear length of beam. Concentrated load acting on the beam starting from 2.5 tons with an increase of 25% in two times respectively. Uniform force acts on the beam starting from 1 ton/m with an increase of 12.5% in two times respectively. The result of this research indicates that the plane frame that received concentrated load in level 1, the average reduction of ultimate moment is 6,070 % for live load and 6,811 % for combination load. On level 2, the average reduction of ultimate moment is 4,895 % for live load and 6,252 % for combination load. Plane frame with uniform load in level 1, the average reduction of ultimate moment is 11,458 % for live load and 11,316 % for combination load. On level 2, the average reduction of ultimate moment is 12,181 % for live load and 12,212 % for combination load.
Co-Authors A.A. Ketut Agung Cahyawan W Adi Wiratno, Adi Agustinus, Nicolas Airways P Siahan Airways P Siahan Ardiansyah Ardiansyah Berkat Yuda Br Girsang, Hesa Ogina Cahyanti, Meiliana Cassiophea, Lola Danar Airangga Windra Gautama David Pratama Putra Debora Elfrida H. Parapat Erin Kristina Erin Kristina Febiolasari, Santi Dwi Firdaus Saputra Firdaus Saputra Frans Putra Ganesa Gagas Wira Syahputra Gautama, Danar Ariangga Windra Glen Wildodo Hari Fansyah Hartako, Henra Hasibuan, Tangkas Helmi Tanjung Henra Hartako Ishudi, Patrisio Chrisbudhi Jhonni Rentas Duling Jhonni Rentas Duling Kadmaer, Kelvin Bryan Pedro Lailiyah, Binti Nur Laksono Trisnantoro Lepie Lepie Lola Cassiophea Meilano Saputri Muhammad Adam Malik Nathanael Yanuar Kristianto Nika Safitri Okta Meilawaty Oktavia, Ruth Bela Panjung, Edsra Pantur Pandiangan Pantur Pandiangan Pantur Pandiangan Perkasa, Petrisly Permanasuri, Ni Putu Diah Agustin Prasatya Aji Santoso Prasetyo, Aditya Purnawan, Eldy Indra Renna Jessica Sihombing Revianti Coenraad Rido Rido, Rido Riska Ovany Safitri, Nafa Riani Sandra Wijaya Septian Adji Nugroho Sitinjak, Tarita Aprilani Tamara Apriliayana Tarita Aprilani Sitinjak Thathit Suprayogi Topan Eka Putra Trissan, Whendy Tuah Vansprik Hurowura Vansprik Hurowura Wandra Prima Pera Wandra Prima Pera Welrenot Sinaga Whendy Trissan Wiratno Wiratno Wiratno Y Sigin Wiyogo Wulandari, Lala Aprilia Yupita Yusuf Aguswan