In the determination of the structure of the space of the city, where the City Go on the set as the center of local activities, while development in the town of Soreang is currently faced with various challenges, including the growing increase of the population, the limited infrastructure and land over the function so that the function of the city go unnoticed as the Centre of Local Activity hasn't been able to mengimbagi infrastructure services that should be available to the public. Study of the function of Local Activities Center take the case in the town of Soreang, strategy formulation to provide enhanced functionality for local Activities Center in the town of Soreang, Bandung Regency as the capital Analysis on the utilization of space occurs over the function of the land of paddy fields, became the land of housing, industry and infrastructure analysis, as well as other cities that have not been adequate as, road; Hospitals, higher education, Terminal, and utilities, this function meyebabkan Local Service Center does not seem to meet the needs of community service facilities in the town of Soreang, devote an increasing development strategies was obtained by the Center The local town of Soreang activities in the form of infrastructure development, land use strategy and strategy of institutional development as well as the role of the community to the development of the construction of the City Go as a function of local activities. Key Words: Local Activities Center Of The City As The Capital Of Bandung Regency, Soreang
{"title":"STUDY OF THE FUNCTION OF LOCAL ACTIVITIES CENTER(CASE STUDY)THE TOWN OF SOREANG, BANDUNG REGENCY AS THE CAPITAL","authors":"H. Permana, I. Prasetyo, Zefri Zefri","doi":"10.33603/JGST.V3I2.2386","DOIUrl":"https://doi.org/10.33603/JGST.V3I2.2386","url":null,"abstract":"In the determination of the structure of the space of the city, where the City Go on the set as the center of local activities, while development in the town of Soreang is currently faced with various challenges, including the growing increase of the population, the limited infrastructure and land over the function so that the function of the city go unnoticed as the Centre of Local Activity hasn't been able to mengimbagi infrastructure services that should be available to the public. Study of the function of Local Activities Center take the case in the town of Soreang, strategy formulation to provide enhanced functionality for local Activities Center in the town of Soreang, Bandung Regency as the capital Analysis on the utilization of space occurs over the function of the land of paddy fields, became the land of housing, industry and infrastructure analysis, as well as other cities that have not been adequate as, road; Hospitals, higher education, Terminal, and utilities, this function meyebabkan Local Service Center does not seem to meet the needs of community service facilities in the town of Soreang, devote an increasing development strategies was obtained by the Center The local town of Soreang activities in the form of infrastructure development, land use strategy and strategy of institutional development as well as the role of the community to the development of the construction of the City Go as a function of local activities. Key Words: Local Activities Center Of The City As The Capital Of Bandung Regency, Soreang","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126849108","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}
Light steel is one of materials that support the growth of construction technology at this time and it is generally used on roof truss contruction. The profile of light steel is a kind of steel profile which has dimension of thickness that is relatively thin with ratio of wide dimension of each profile element towards its huge thickness. In the assembling and installation, roof truss of light steel which is often encountered, cross section of C profile is connected by attaching body parts of two profiles or connecting wing parts with giving the connecting canal. This research uses the experimental method by flexural test with two points loading. The light steel which is used in this reserach is light steel of C profile by Ton Dong brand. The size is 75 x 35 x 0,75 mm andthe dimensions of beam frame specimenis 180 cm lengthand 25 cm hight, as many as 3 specimens with non centric profile overview. The research result shows that the average value of flexural strength is5,25 kNand the average of tensile strenght is 2281,67 N, while the result of experimental test uses UTM ( Universal Testing Machine ) , the maximum strength is 5,92 kN and deflection 38,95 mm. The result of SAP 2000 analysis, the maximum deflection is 2,04 mm and 6 kN load. Keywords : Light steel of C profile, Light steel beam frame, Test of flexural stength.
{"title":"Experimental Study Of Installation Of Non Centric Light Steel C Profile On Light Steel Beam Frame","authors":"Anggun Febri Ardani, D. Sulistyorini, M. Shulhan","doi":"10.33603/JGST.V3I2.2383","DOIUrl":"https://doi.org/10.33603/JGST.V3I2.2383","url":null,"abstract":"Light steel is one of materials that support the growth of construction technology at this time and it is generally used on roof truss contruction. The profile of light steel is a kind of steel profile which has dimension of thickness that is relatively thin with ratio of wide dimension of each profile element towards its huge thickness. In the assembling and installation, roof truss of light steel which is often encountered, cross section of C profile is connected by attaching body parts of two profiles or connecting wing parts with giving the connecting canal. This research uses the experimental method by flexural test with two points loading. The light steel which is used in this reserach is light steel of C profile by Ton Dong brand. The size is 75 x 35 x 0,75 mm andthe dimensions of beam frame specimenis 180 cm lengthand 25 cm hight, as many as 3 specimens with non centric profile overview. The research result shows that the average value of flexural strength is5,25 kNand the average of tensile strenght is 2281,67 N, while the result of experimental test uses UTM ( Universal Testing Machine ) , the maximum strength is 5,92 kN and deflection 38,95 mm. The result of SAP 2000 analysis, the maximum deflection is 2,04 mm and 6 kN load. Keywords : Light steel of C profile, Light steel beam frame, Test of flexural stength.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"191 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116140575","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}
Abstract Project management is all planning, implementation, controlling and coordination a project from early the (idea) the end project to en sure of the project appropriately time, money and quality. Selection method scheduling project is also one the very policy note in order to obtain result in according with the original plans. This thesis specifically discuss how project management planning the construction of Muhammadiyah Bandung University. The research was conducted by means of a survey into the field and study of literature. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float.
{"title":"Management Analysis Of The Project Of Muhammadiyah Bandung University","authors":"Ayu Putri Aninda, Fathur Rohman","doi":"10.33603/jgst.v3i2.2381","DOIUrl":"https://doi.org/10.33603/jgst.v3i2.2381","url":null,"abstract":"Abstract Project management is all planning, implementation, controlling and coordination a project from early the (idea) the end project to en sure of the project appropriately time, money and quality. Selection method scheduling project is also one the very policy note in order to obtain result in according with the original plans. This thesis specifically discuss how project management planning the construction of Muhammadiyah Bandung University. The research was conducted by means of a survey into the field and study of literature. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"30 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131999356","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}
{"title":"The Analysis Of Hydrology In Comal River","authors":"G. Gunawan, Saihul Anwar, Ohan Farhan","doi":"10.33603/jgst.v3i2.2384","DOIUrl":"https://doi.org/10.33603/jgst.v3i2.2384","url":null,"abstract":"","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"18 2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-07-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116641853","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}
{"title":"SPATIAL DEVELOPMENT OF CILIMUS MARKET AREA KUNINGAN DISTRICT","authors":"Puput Putri Lidiawati, Ari Firmanto","doi":"10.33603/jgst.v3i1.2151","DOIUrl":"https://doi.org/10.33603/jgst.v3i1.2151","url":null,"abstract":"","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"58 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129460772","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}
The use of light wood combined with heavy wood can improve the quality of the combinationwood. Apart from being used as laminated beams, a combination of light wood and heavy wood can also be used as a laminated column given compressive loads. Based on SNI 7973-2013, the adhesive that was permitted on built up columns or laminated columns can be in the form of bolts and nails, so this study has also used adhesive nails and bolts. This study purpose to determine the compressive capacity of the laminated column which combines several types of wood. The specimens made were four variations of the laminate column. Furthermore, three layers of wood have been used on one laminated column with heavy wood types on the outermost layer. The results showed that all variations of the laminated column had a higher compressive capacity than the solid column.
{"title":"EXPERIMENTAL STUDY OF LAMINATION COLUMN WITH SEVERAL TYPES OF WOOD USING ADHESIVE NAILS AND BOLT","authors":"I. Puluhulawa","doi":"10.33603/jgst.v3i1.2152","DOIUrl":"https://doi.org/10.33603/jgst.v3i1.2152","url":null,"abstract":"The use of light wood combined with heavy wood can improve the quality of the combinationwood. Apart from being used as laminated beams, a combination of light wood and heavy wood can also be used as a laminated column given compressive loads. Based on SNI 7973-2013, the adhesive that was permitted on built up columns or laminated columns can be in the form of bolts and nails, so this study has also used adhesive nails and bolts. This study purpose to determine the compressive capacity of the laminated column which combines several types of wood. The specimens made were four variations of the laminate column. Furthermore, three layers of wood have been used on one laminated column with heavy wood types on the outermost layer. The results showed that all variations of the laminated column had a higher compressive capacity than the solid column.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"58 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132762398","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}
Particle boards are the solution to the productivity problems of the timber industry which deficiency of raw materials. The manufacture of particle boards from Areca nut shell and Mahang wood powder is an effort to develop existing types of particle boards as well as efforts to utilize areca nut waste and increase the economic value of local wood (Mahang wood). The aim of this study was to determine the effect of quantity variations of adhesive to the composition of the mixture. There are four types of particle board variations are made with the same composition of areca nut and powder but different quantity of adhesive. The determination of physical properties and mechanical properties of particle boards based on JIS A 5908 2003 or SNI 03-2105-2006. The result was an increase in physical and mechanical properties on the particle board whose content of adhesive was greater. The other sides, the mechanical properties of all variations of particle board do not fulfill the existing standards.
刨花板是解决木材工业缺乏原材料的生产效率问题的良方。利用槟榔壳和马航木粉生产刨花板是对现有刨花板品种的开发，也是对槟榔废料的利用和提高当地木材(马航木)经济价值的努力。本研究的目的是确定粘合剂的数量变化对混合物组成的影响。有四种类型的刨花板变种是由相同的槟榔和粉末组成，但不同数量的粘合剂。基于JIS A 5908 2003或SNI 03-2105-2006的刨花板物理性能和机械性能的测定。结果表明，胶粘剂含量越高，刨花板的物理力学性能越好。另一方面，各种型号刨花板的力学性能不符合现行标准。
{"title":"THE VARIATION OF ADHESIVE QUANTITY ON PARTICLE BOARDS FROM ARECA NUT SHELL AND MAHANG WOOD POWDER","authors":"I. Puluhulawa","doi":"10.33603/jgst.v2i3.2145","DOIUrl":"https://doi.org/10.33603/jgst.v2i3.2145","url":null,"abstract":"Particle boards are the solution to the productivity problems of the timber industry which deficiency of raw materials. The manufacture of particle boards from Areca nut shell and Mahang wood powder is an effort to develop existing types of particle boards as well as efforts to utilize areca nut waste and increase the economic value of local wood (Mahang wood). The aim of this study was to determine the effect of quantity variations of adhesive to the composition of the mixture. There are four types of particle board variations are made with the same composition of areca nut and powder but different quantity of adhesive. The determination of physical properties and mechanical properties of particle boards based on JIS A 5908 2003 or SNI 03-2105-2006. The result was an increase in physical and mechanical properties on the particle board whose content of adhesive was greater. The other sides, the mechanical properties of all variations of particle board do not fulfill the existing standards.","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133175263","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}
Reliable infrastructure requires effective and efficient management from the planning, structural, construction, operational and maintenance phases to the end of service life. Good management of civil infrastructure guarantees not only to save funds, but to use natural resources appropriately, thus ensuring ecological sustainability.Construction management is part of civil engineering science that focuses on managing construction projects to realize technical concepts and designs produced by other parts of civil engineering science. Construction management aims to build built physical facilities or infrastructure that is needed to support human life. Management of construction projects is becoming increasingly complex due to the many parties that interact in it and the increasingly high demands for quality of functions, comfort, security, aesthetics and sustainability. Therefore construction management is needed to ensure the efficiency and productivity of a construction project in meeting various expectations and requirements. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float. Based on the calculation of cash flow to complete the construction of Cideres Hospital Kadipaten Dawuan Majalengka project until final stage more or less cost as much Rp. 9,034,000,000,00. These costs are divided into two parts, structure and architecture work ,for structures the cost as much Rp. 3,644,000,000,00 and for architecture the cost is Rp. 5,390,000,000,00. From the calculation of CPM scheduling analysis, the development of Cideres Hospitalproject takes time for 45 weeks Keyword: Project Management, Bar Chart, S Curve, Critical Path Method. Construction Management Analysis Of Cideres Hospital Journal of Green Science and Technology, Vol. III, No. 1, January 2019 | 174
{"title":"CONSTRUCTION MANAGEMENT ANALYSIS OF CIDERES HOSPITAL","authors":"Z. Hakim, Saihul Anwar","doi":"10.33603/jgst.v3i1.2149","DOIUrl":"https://doi.org/10.33603/jgst.v3i1.2149","url":null,"abstract":"Reliable infrastructure requires effective and efficient management from the planning, structural, construction, operational and maintenance phases to the end of service life. Good management of civil infrastructure guarantees not only to save funds, but to use natural resources appropriately, thus ensuring ecological sustainability.Construction management is part of civil engineering science that focuses on managing construction projects to realize technical concepts and designs produced by other parts of civil engineering science. Construction management aims to build built physical facilities or infrastructure that is needed to support human life. Management of construction projects is becoming increasingly complex due to the many parties that interact in it and the increasingly high demands for quality of functions, comfort, security, aesthetics and sustainability. Therefore construction management is needed to ensure the efficiency and productivity of a construction project in meeting various expectations and requirements. This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float. Based on the calculation of cash flow to complete the construction of Cideres Hospital Kadipaten Dawuan Majalengka project until final stage more or less cost as much Rp. 9,034,000,000,00. These costs are divided into two parts, structure and architecture work ,for structures the cost as much Rp. 3,644,000,000,00 and for architecture the cost is Rp. 5,390,000,000,00. From the calculation of CPM scheduling analysis, the development of Cideres Hospitalproject takes time for 45 weeks Keyword: Project Management, Bar Chart, S Curve, Critical Path Method. Construction Management Analysis Of Cideres Hospital Journal of Green Science and Technology, Vol. III, No. 1, January 2019 | 174","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"29 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126787368","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}
As a foundation under the structure can be generally divided into two types, namely the foundation deep and shallow foundation. Selection of the type of foundation depends on the type of structure including the construction load on whether light or heavy loads and also depending on the soil type. For the construction of a light load and soil conditions quite well, usually worn shallow foundation, but the construction of a heavy load is usually the type of deep foundation is the right choice. In general, the more complex the deep foundation of a shallow foundation. To this writer tried to concentrate on planning the foundation of this thesis in which bored pile (Bored Pile Foundations). Bored Pile foundation is a foundation built by drilling the ground first, then filled with steel reinforcement and cast. Bored pile used when soil solid base which has a carrying capacity of it lies very deep, which is approximately 15 m as well as the state of the soil around the many stands a large building and rise to the feared could lead to cracks in the existing building effect vibrations caused by staking activity when administered pile foundation. Carrying capacity of bored pile end bearing capacity is obtained than that obtained from pressure and friction pile tip bearing capacity obtained from carrying friction or adhesion force between the bored pile and the surrounding soil. K e yword :Bored Pile, Axial Bearing Capacity, SPT, Loading Test
{"title":"COMPARISON OF BORED PILE AXIAL BEARING CAPACITY BASED ON VESIC’S METHOD (1970), STANDARD PENETRATION TEST (SPT), AND LOADING TEST IN THE PROJECT OF ELEVATED TOLL ROAD JAKARTA – CIKAMPEK STA.9+500 – STA.47+000","authors":"Sofyan Suri, Martinus Agus Sugianto","doi":"10.33603/JGST.V2I3.2147","DOIUrl":"https://doi.org/10.33603/JGST.V2I3.2147","url":null,"abstract":"As a foundation under the structure can be generally divided into two types, namely the foundation deep and shallow foundation. Selection of the type of foundation depends on the type of structure including the construction load on whether light or heavy loads and also depending on the soil type. For the construction of a light load and soil conditions quite well, usually worn shallow foundation, but the construction of a heavy load is usually the type of deep foundation is the right choice. In general, the more complex the deep foundation of a shallow foundation. To this writer tried to concentrate on planning the foundation of this thesis in which bored pile (Bored Pile Foundations). Bored Pile foundation is a foundation built by drilling the ground first, then filled with steel reinforcement and cast. Bored pile used when soil solid base which has a carrying capacity of it lies very deep, which is approximately 15 m as well as the state of the soil around the many stands a large building and rise to the feared could lead to cracks in the existing building effect vibrations caused by staking activity when administered pile foundation. Carrying capacity of bored pile end bearing capacity is obtained than that obtained from pressure and friction pile tip bearing capacity obtained from carrying friction or adhesion force between the bored pile and the surrounding soil. K e yword :Bored Pile, Axial Bearing Capacity, SPT, Loading Test","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"75 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114850767","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}
Desire to have a local government of Karawang office is quite magnificent service complete with adequate facilities that can support a variety of work activities of Government Officials and employees, it is the hope of the ideal and coveted by all circles. However, of course, in realizing a high desire that must be supported by substantial costs sourced from local revenue sources that in fact the people's money too, would be comparable and parallel with the level of service to thecommunity. However, fears as above hopefully not happen because the purpose 5th floor of building local government 2 Karawang certainly has a good purpose for increased imagery and public services for the people in the city's mayor. Thus will be realized an order of life is getting better with the presence of a complete service of policy makers in the Karawang City, which in turn will encourage improvements in the economy of the community. The building local government 2 using concrete structure. On the basis of the criteria safety and excellent service then loading the planning process should be in accordance with SNI-1727-2013 as well as the structural design of the building should refer to SNI-2847-2013 specification for structural steel buildings, other than that in the calculation of earthquake engineering should also refer to the SNI-1726-2012. Keyword : Analysis structure, Etabs, frame section, deflection .
{"title":"ANALYSIS STRUCTURE OF BUILDING LOCAL GOVERNMENT 2 KARAWANG WITH CONCRETE STRUCTURE","authors":"Rio Supriyatna, Ari Firmanto","doi":"10.33603/jgst.v2i3.2143","DOIUrl":"https://doi.org/10.33603/jgst.v2i3.2143","url":null,"abstract":"Desire to have a local government of Karawang office is quite magnificent service complete with adequate facilities that can support a variety of work activities of Government Officials and employees, it is the hope of the ideal and coveted by all circles. However, of course, in realizing a high desire that must be supported by substantial costs sourced from local revenue sources that in fact the people's money too, would be comparable and parallel with the level of service to thecommunity. However, fears as above hopefully not happen because the purpose 5th floor of building local government 2 Karawang certainly has a good purpose for increased imagery and public services for the people in the city's mayor. Thus will be realized an order of life is getting better with the presence of a complete service of policy makers in the Karawang City, which in turn will encourage improvements in the economy of the community. The building local government 2 using concrete structure. On the basis of the criteria safety and excellent service then loading the planning process should be in accordance with SNI-1727-2013 as well as the structural design of the building should refer to SNI-2847-2013 specification for structural steel buildings, other than that in the calculation of earthquake engineering should also refer to the SNI-1726-2012. Keyword : Analysis structure, Etabs, frame section, deflection .","PeriodicalId":419103,"journal":{"name":"Journal of Green Science and Technology","volume":"23 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125384321","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}
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