Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.18950
Luthfi Arfianti
This study aims to: (1) develop the learning media for the Technical Drawing module in the engineering drawing subject of class X Property Construction Business (BKP) at SMK Negeri 1 Percut Sei Tuan, (2) To determine the validity level of the material and media as learning media for students. This study uses the Research and Development development research method which includes the stages of identifying potentials and problems, gathering information, product design, design validation, and design improvement. The instrument used was a questionnaire. This questionnaire is used to test the feasibility of the media in the module through material validation and media validation. Based on the research results it is known that the Technical Drawing module as a learning medium for Engineering Drawing subjects refers to a curriculum consisting of 6 chapters. The results of the feasibility test for material experts with an average score of 125 are in the very good category. And the results of the feasibility test for media experts with an average score of 148 are in the very good category. The results showed that the Engineering Drawing learning module was feasible to use for class X BKP students at SMK Negeri 1 Percut Sei Tuan.
本研究旨在:(1)开发SMK Negeri 1 Percut Sei Tuan物业建设业务(BKP) X班工程制图学科技术制图模块的学习媒体;(2)确定材料和媒体作为学生学习媒体的效度。本研究采用r&d开发研究方法，包括发现潜力和问题、收集信息、产品设计、设计验证和设计改进等阶段。使用的工具是问卷调查。本问卷通过材料验证和媒介验证来检验模块中媒介的可行性。根据研究结果可知，作为工程制图学科学习媒介的技术制图模块是由6个章节组成的课程。材料专家可行性测试结果平均得分为125分，属于非常好的类别。在可行性测试中，媒体专家的平均得分为148分，属于非常好的类别。结果表明，工程制图学习模块适用于SMK Negeri 1 Percut Sei Tuan的BKP X班学生。
{"title":"DEVELOPMENT OF ENGINEERING DRAWING LEARNING MODULE FOR VOCATIONAL STUDENT AT PROPERTY CONSTRUCTION BUSINESS EXPERTISE PROGRAM","authors":"Luthfi Arfianti","doi":"10.21009/jpensil.v11i1.18950","DOIUrl":"https://doi.org/10.21009/jpensil.v11i1.18950","url":null,"abstract":"This study aims to: (1) develop the learning media for the Technical Drawing module in the engineering drawing subject of class X Property Construction Business (BKP) at SMK Negeri 1 Percut Sei Tuan, (2) To determine the validity level of the material and media as learning media for students. This study uses the Research and Development development research method which includes the stages of identifying potentials and problems, gathering information, product design, design validation, and design improvement. The instrument used was a questionnaire. This questionnaire is used to test the feasibility of the media in the module through material validation and media validation. Based on the research results it is known that the Technical Drawing module as a learning medium for Engineering Drawing subjects refers to a curriculum consisting of 6 chapters. The results of the feasibility test for material experts with an average score of 125 are in the very good category. And the results of the feasibility test for media experts with an average score of 148 are in the very good category. The results showed that the Engineering Drawing learning module was feasible to use for class X BKP students at SMK Negeri 1 Percut Sei Tuan.","PeriodicalId":106203,"journal":{"name":"Jurnal PenSil","volume":"50 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125528432","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.23405
A. Anisah, L. Lenggogeni, Sri Langsih Agustina
This study aims to determine the level of damage to the school building using a benchmark assessment of the level of damage by DG Pauddikdasmen Kemendikbud in 2021 and investigate the building component repair-cost estimates using Works Unit Price Analysis (AHSP). The research population is a public elementary school in Samudrajaya Village with a sample building SDN Samudrajaya 04 Bekasi as the object of research. The method used in this research is a descriptive research method with a quantitative approach. The data collection technique was carried out through observation, documentation, and unstructured interviews. The results showed that the level of damage to the SDN Samudrajaya 04 Bekasi building in building one was slightly damaged, with the highest component of damage found in the wall component with brick wall sub-components or partition 8.2% glass, doors, and frames were not damaged. While the level of damage to building two was heavily damaged, with the highest component damage found in the wall components of the sub-components of brick or partition walls by 15%, glass 90.3%, doors 88.6%, and frames 96%. The results of the analysis of the estimated repair costs on the components that experienced the most serious damage based on the volume of damage were in building one of Rp. 30,522,168,48 and in building 2 Rp. 204,070,178.35, the total repair cost is Rp. 234,592,346.83 or can be rounded up to Rp. 234,593,000.
{"title":"ANALYSIS OF DAMAGE LEVEL AND COST ESTIMATION OF THE SAMUDRAJAYA 04 BEKASI STATE ELEMENTARY SCHOOL BUILDING","authors":"A. Anisah, L. Lenggogeni, Sri Langsih Agustina","doi":"10.21009/jpensil.v11i1.23405","DOIUrl":"https://doi.org/10.21009/jpensil.v11i1.23405","url":null,"abstract":"This study aims to determine the level of damage to the school building using a benchmark assessment of the level of damage by DG Pauddikdasmen Kemendikbud in 2021 and investigate the building component repair-cost estimates using Works Unit Price Analysis (AHSP). The research population is a public elementary school in Samudrajaya Village with a sample building SDN Samudrajaya 04 Bekasi as the object of research. The method used in this research is a descriptive research method with a quantitative approach. The data collection technique was carried out through observation, documentation, and unstructured interviews. The results showed that the level of damage to the SDN Samudrajaya 04 Bekasi building in building one was slightly damaged, with the highest component of damage found in the wall component with brick wall sub-components or partition 8.2% glass, doors, and frames were not damaged. While the level of damage to building two was heavily damaged, with the highest component damage found in the wall components of the sub-components of brick or partition walls by 15%, glass 90.3%, doors 88.6%, and frames 96%. The results of the analysis of the estimated repair costs on the components that experienced the most serious damage based on the volume of damage were in building one of Rp. 30,522,168,48 and in building 2 Rp. 204,070,178.35, the total repair cost is Rp. 234,592,346.83 or can be rounded up to Rp. 234,593,000.","PeriodicalId":106203,"journal":{"name":"Jurnal PenSil","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122080331","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.24199
Egi Firgiansyah, P. Prihantono, D. Daryati
This study was conducted to determine what factors influence the differences in the results of the Bina Marga 2017 method and the AASHTO 1993 method and determine which planning results are more efficient to be applied to Letjen S. Parman Street. The research method used is a comparative method, using the existing data and the latest data from surveys. As a result of analyzing a rigid road plan with a planned age of 40 years, the Bina Marga 2017 method obtained a concrete slab with a thickness of 305 mm, and the AASHTO 1993 method obtained a concrete slab with a thickness of 280 mm. Further differences in results can be seen in the level of traffic load during the service life, the diameter of the dowels, the spacing of the tie bars, and the minimum design height of the subgrade embankment. The differences in the results of these plans are caused by two main factors, namely the factor of using the cumulative traffic growth value (R) in the Bina Marga 2017 method and the direct use of the subgrade CBR value in the AASHTO 1993 method. Based on the data that has been obtained, it is concluded that the 1993 AASHTO method provides more efficient results to be applied with considerations in terms of smaller plate dimensions and fewer connections and reinforcement requirements. Which when calculating the work cost, the AASHTO 1993 methods results give a smaller number of work volumes, so it has the possibility to provide a more economical work cost than the Bina Marga 2017 methods results.
{"title":"COMPARATIVE STUDY OF RIGID PAVEMENT PLANNING USING BINA MARGA 2017 AND AASHTO 1993 METHODS","authors":"Egi Firgiansyah, P. Prihantono, D. Daryati","doi":"10.21009/jpensil.v11i1.24199","DOIUrl":"https://doi.org/10.21009/jpensil.v11i1.24199","url":null,"abstract":"This study was conducted to determine what factors influence the differences in the results of the Bina Marga 2017 method and the AASHTO 1993 method and determine which planning results are more efficient to be applied to Letjen S. Parman Street. The research method used is a comparative method, using the existing data and the latest data from surveys. As a result of analyzing a rigid road plan with a planned age of 40 years, the Bina Marga 2017 method obtained a concrete slab with a thickness of 305 mm, and the AASHTO 1993 method obtained a concrete slab with a thickness of 280 mm. Further differences in results can be seen in the level of traffic load during the service life, the diameter of the dowels, the spacing of the tie bars, and the minimum design height of the subgrade embankment. The differences in the results of these plans are caused by two main factors, namely the factor of using the cumulative traffic growth value (R) in the Bina Marga 2017 method and the direct use of the subgrade CBR value in the AASHTO 1993 method. Based on the data that has been obtained, it is concluded that the 1993 AASHTO method provides more efficient results to be applied with considerations in terms of smaller plate dimensions and fewer connections and reinforcement requirements. Which when calculating the work cost, the AASHTO 1993 methods results give a smaller number of work volumes, so it has the possibility to provide a more economical work cost than the Bina Marga 2017 methods results.","PeriodicalId":106203,"journal":{"name":"Jurnal PenSil","volume":"78 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134456760","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.25072
M. M. Pratama, Moch. Febrian Andi, C. Hadhinata
The application of graded concrete on structural elements is predicted to increase the capacity of the structural performance, serviceability, and to reduce costs compared to conventional concrete structures. This study aims to analyze (1) the load-deflection relationship, (2) the moment-curvature, (3) the deflection ductility ratio, and (4) the crack pattern. This study used reinforced concrete (RC) beams specimens with the dimension of 13x19x150 cm which was categorized as reference specimens and graded concrete beams. For reference specimens, an RC beam possessing concrete strength of 30 MPa; 40 MPa; 50 MPa were prepared; For the graded concrete beams, two specimens made of 30-40 MPa; 30-50 MPa; 40-50 MPa were prepared. In terms of casting graded concrete beams, low-strength concrete is placed on the tensile fiber of the beam, while on the compressive fiber of the beam, high-strength concrete is placed. The specimens were tested using the four-point bending method. The results showed that the increase in the concrete strength in the compression fiber of the beam contributed to the increase in load capacity, stiffness, and serviceability in the post-crack phase. The increase of concrete strength in compression fibers by 20 MPa is considered effective and has a positive impact on the moment-curvature capacity and is considered efficient in construction costs. The deflection ductility of the beam is classified as partial ductile and is adequate for structural design in earthquake-prone areas. A flexural cracks pattern was found on each specimen.
{"title":"MOMENT-CURVATURE ANALYSIS OF GRADED CONCRETE BEAM WITH CONCRETE STRENGTH DISPARITY VARIATIONS","authors":"M. M. Pratama, Moch. Febrian Andi, C. Hadhinata","doi":"10.21009/jpensil.v11i1.25072","DOIUrl":"https://doi.org/10.21009/jpensil.v11i1.25072","url":null,"abstract":"The application of graded concrete on structural elements is predicted to increase the capacity of the structural performance, serviceability, and to reduce costs compared to conventional concrete structures. This study aims to analyze (1) the load-deflection relationship, (2) the moment-curvature, (3) the deflection ductility ratio, and (4) the crack pattern. This study used reinforced concrete (RC) beams specimens with the dimension of 13x19x150 cm which was categorized as reference specimens and graded concrete beams. For reference specimens, an RC beam possessing concrete strength of 30 MPa; 40 MPa; 50 MPa were prepared; For the graded concrete beams, two specimens made of 30-40 MPa; 30-50 MPa; 40-50 MPa were prepared. In terms of casting graded concrete beams, low-strength concrete is placed on the tensile fiber of the beam, while on the compressive fiber of the beam, high-strength concrete is placed. The specimens were tested using the four-point bending method. The results showed that the increase in the concrete strength in the compression fiber of the beam contributed to the increase in load capacity, stiffness, and serviceability in the post-crack phase. The increase of concrete strength in compression fibers by 20 MPa is considered effective and has a positive impact on the moment-curvature capacity and is considered efficient in construction costs. The deflection ductility of the beam is classified as partial ductile and is adequate for structural design in earthquake-prone areas. A flexural cracks pattern was found on each specimen.","PeriodicalId":106203,"journal":{"name":"Jurnal PenSil","volume":"3 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129102407","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.17085
Muhamad Arin Fatkhul Huda, A. Maulana
This study aims to obtain a video-based learning media animation development on Urban Drainage course using Adobe After Effect in Education of Building Engineering, Faculty of Engineering, State University of Jakarta. The research implementation time is April to August 2020. The development model used in this study is 4D model by Thiagarajan, which consist of define phase, design phase, development phase, and disseminate phase. The instrument used in this research was a questionnaire for need analysis, product feasibility test by experts, and product users. The result of research and product development is an animation video consisting of 4 video materials used for one semester. The results of validation by material expert get an average percentage 80% and included in feasible category. The results of validation by media expert get an average percentage 92,5% and included in very feasible category. The product assessment results by students as product users get a percentage 88,9% and included in the excellent category.
本研究的目的是在雅加达国立大学工程学院的建筑工程教育中，利用Adobe After Effect进行城市排水课程的视频学习媒体动画开发。研究实施时间为2020年4月至8月。本研究使用的开发模型是Thiagarajan的4D模型，由定义阶段、设计阶段、开发阶段和传播阶段组成。本研究使用的工具为需求分析问卷、专家产品可行性测试问卷和产品用户问卷。研究和产品开发的结果是由一个学期使用的4个视频材料组成的动画视频。经材料专家验证的结果平均为80%，属于可行范畴。经媒体专家验证的结果平均为92.5%，属于非常可行的范畴。学生作为产品用户对产品的评价结果获得了88.9%的百分比，并被列入优秀类别。
{"title":"DEVELOPMENT OF ANIMATION VIDEO LEARNING MEDIA FOR URBAN DRAINAGE COURSES IN BUILDING ENGINEERING EDUCATION","authors":"Muhamad Arin Fatkhul Huda, A. Maulana","doi":"10.21009/jpensil.v11i1.17085","DOIUrl":"https://doi.org/10.21009/jpensil.v11i1.17085","url":null,"abstract":"This study aims to obtain a video-based learning media animation development on Urban Drainage course using Adobe After Effect in Education of Building Engineering, Faculty of Engineering, State University of Jakarta. The research implementation time is April to August 2020. The development model used in this study is 4D model by Thiagarajan, which consist of define phase, design phase, development phase, and disseminate phase. The instrument used in this research was a questionnaire for need analysis, product feasibility test by experts, and product users. The result of research and product development is an animation video consisting of 4 video materials used for one semester. The results of validation by material expert get an average percentage 80% and included in feasible category. The results of validation by media expert get an average percentage 92,5% and included in very feasible category. The product assessment results by students as product users get a percentage 88,9% and included in the excellent category.","PeriodicalId":106203,"journal":{"name":"Jurnal PenSil","volume":"25 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115346443","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.22728
Sinta Dwi Cahyanti, D. Daryati, Rosmawita Saleh
The research is to know the difficulty factors implementation teaching practice (PKM) online students Building Engineering Education Study Program State University of Jakarta. The research use quantitative descriptive method. The sample is 54 PKM students and 32 tutor teachers SMK field of Building Engineering expertise in Jakarta. The sample are collected using questionnaire and documentation. The result show that difficulty factors implementation PKM online include: conculting with tutor teachers in the preparation RPP, accessing Video Conference, implementing online learning according to the set time, ensuring students are ready for online learning, activate the camera while using Video Conference, explaining learning material, and provide attitudes and skill assessment.
{"title":"DIFFICULTY FACTORS IN IMPLEMENTING ONLINE TEACHING SKILLS PRACTICE STUDENTS OF BUILDING ENGINEERING EDUCATION STUDY PROGRAM JAKARTA STATE UNIVERSITY","authors":"Sinta Dwi Cahyanti, D. Daryati, Rosmawita Saleh","doi":"10.21009/jpensil.v11i1.22728","DOIUrl":"https://doi.org/10.21009/jpensil.v11i1.22728","url":null,"abstract":"The research is to know the difficulty factors implementation teaching practice (PKM) online students Building Engineering Education Study Program State University of Jakarta. The research use quantitative descriptive method. The sample is 54 PKM students and 32 tutor teachers SMK field of Building Engineering expertise in Jakarta. The sample are collected using questionnaire and documentation. The result show that difficulty factors implementation PKM online include: conculting with tutor teachers in the preparation RPP, accessing Video Conference, implementing online learning according to the set time, ensuring students are ready for online learning, activate the camera while using Video Conference, explaining learning material, and provide attitudes and skill assessment.","PeriodicalId":106203,"journal":{"name":"Jurnal PenSil","volume":"69 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129262985","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.18425
U. Kulsum, Trias Tino Taufik
The purpose of this study was to determine and analyze the level of community assessment of the performance of learning services at SMKN 1 Cibinong Bogor. As it is known, Vocational High Schools (SMK) can be viewed as an institution that offers services in the form of education processes, especially education services as a continuation of first-level education (SMP) and graduates of Madrasah Tsanawiyah (MTs). The main goal of a service agency is how its customers get the satisfaction they expect. When observed. The main customers of a Vocational High School (SMK) are students and parents of students. Therefore it can be said that the satisfaction of parents and students in general and the wider community in general is a priority that must be put forward. With regard to the services offered by SMKN 1 Cibinong, the obligation to carry out education and teaching is the most important activity and is directly related to students. To find out how the service performance of SMKN 1 Cibinong in implementing education and teaching will be measured by how the satisfaction of students who take part in learning activities. The method carried out is by surveying students and conducting the survey referring to the Regulation of the Minister for Administrative Reform and Bureaucracy No. 16 of 2014 concerning Guidelines for Survey of Community Satisfaction on Public Service Delivery. To obtain the Community Satisfaction Index (IKM) value the following formula is used: IKM =( Total of Perceived Value per Element / Total Elements filled in) x Weighted Value. Meanwhile, to obtain the conversion value of the IKM result from the Service Unit IKM Value x 25, the result for the Community Satisfaction Index (IKM) Value of SMKN 1 Cibinong in 2017 is 81.88 with Service Quality B and Service Unit Performance Good.
{"title":"COMMUNITY SATISFACTION INDEX (SMI) REPORT AT SMKN 1 CIBINONG","authors":"U. Kulsum, Trias Tino Taufik","doi":"10.21009/jpensil.v11i1.18425","DOIUrl":"https://doi.org/10.21009/jpensil.v11i1.18425","url":null,"abstract":"The purpose of this study was to determine and analyze the level of community assessment of the performance of learning services at SMKN 1 Cibinong Bogor. As it is known, Vocational High Schools (SMK) can be viewed as an institution that offers services in the form of education processes, especially education services as a continuation of first-level education (SMP) and graduates of Madrasah Tsanawiyah (MTs). The main goal of a service agency is how its customers get the satisfaction they expect. When observed. The main customers of a Vocational High School (SMK) are students and parents of students. Therefore it can be said that the satisfaction of parents and students in general and the wider community in general is a priority that must be put forward. With regard to the services offered by SMKN 1 Cibinong, the obligation to carry out education and teaching is the most important activity and is directly related to students. To find out how the service performance of SMKN 1 Cibinong in implementing education and teaching will be measured by how the satisfaction of students who take part in learning activities. The method carried out is by surveying students and conducting the survey referring to the Regulation of the Minister for Administrative Reform and Bureaucracy No. 16 of 2014 concerning Guidelines for Survey of Community Satisfaction on Public Service Delivery. To obtain the Community Satisfaction Index (IKM) value the following formula is used: IKM =( Total of Perceived Value per Element / Total Elements filled in) x Weighted Value. Meanwhile, to obtain the conversion value of the IKM result from the Service Unit IKM Value x 25, the result for the Community Satisfaction Index (IKM) Value of SMKN 1 Cibinong in 2017 is 81.88 with Service Quality B and Service Unit Performance Good.","PeriodicalId":106203,"journal":{"name":"Jurnal PenSil","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2022-01-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131293141","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2022-01-30DOI: 10.21009/jpensil.v11i1.17584
Nova Riris Mendrova
This study examines learning media on Building Construction Basic subjects, Occupational Safety and Health (OSH) material on Building Works.. Learning media are essential in the learning process, and good learning media are very effective in the teaching and learning process. In this case, the researcher tries to develop a learning video media that students can use using gadgets or laptops and androids through the storage media of CDs, flash drives, or other data/file storage places. It aims to facilitate students in understanding the material and facilitate the teacher's teaching process. In making this learning video media using the 4D model (Define, Design, Develop, Disseminate). This research was conducted in the google classroom application, while the sample in this study was 20 students of class X Modeling and Building Information Design Expertise Program, SMK Negeri 2 Binjai. The feasibility test of the media experts' developed instructional video media assessment showed an average rating of 3.80 and was declared "Eligible". The material experts showed an average rating of 4.17 and was declared "Very Eligible", the tests conducted of 20 State Vocational High School 2 Binjai students showed an average of 4.30 was stated as "Very Eligible".Based on the feasibility test and testing results, it can be concluded that the instructional video media developed is excellent and feasible to be used as a learning media for K3LH material on building work.
本研究检视建筑基础科目的学习媒介，以及有关建筑工程的职业安全及健康资料。学习媒体在学习过程中是必不可少的，好的学习媒体在教学和学习过程中是非常有效的。在这种情况下，研究人员试图开发一种学习视频媒体，学生可以通过cd，闪存驱动器或其他数据/文件存储场所使用小工具或笔记本电脑和机器人。它的目的是方便学生理解材料，方便教师的教学过程。在使用4D模型(定义，设计，开发，传播)制作这个学习视频媒体。本研究是在google课堂应用中进行的，本研究的样本是SMK Negeri 2 Binjai X班建模与建筑信息设计专业课程的20名学生。媒体专家开发的教学视频媒体评估可行性测试的平均评分为3.80分，为“合格”。材料专家的平均评分为4.17分，被宣布为“非常合格”，对20名国立职业中学2名学生进行的测试显示，平均评分为4.30分，被宣布为“非常合格”。通过可行性测试和测试结果，可以得出开发的教学视频媒体作为建筑工程K3LH材料的学习媒体是优秀的和可行的。
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