Pub Date : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.1-7
Mohamad Jaya Saputra, T. Rochman, Sunarto Suryanto
In some villages, access bridges that are not suitable for several villagers are still often found. There were many damages to the bridge which resulted in the bridge's strength decreasing from what had been planned. That way local residents feel unsafe if they cross the bridge because it can result in casualties if the damage to the bridge continues without any repairs. Realizing the importance of this, I as the author took an analytical study on the strengthening of a pedestrian bridge structure with a totally encased composite system which will produce several comparisons of the strength of the bridge before and after repair. The planning of loading for the strengthening of pedestrian bridges refers to the latest SNI, namely the Circular of the Minister of Public Works No. 02 / SE / M / 2010. Static analysis of the structure uses the STAAD Pro CONNECT EDITION computer application and the depiction of the planning results using the Auto CAD 2019 computer application program. From this pedestrian bridge analysis it can be concluded that (1) the deflection that occurs on the bridge after repair from 84.1 mm to 34.2 mm so that the comfort of the bridge is better than before (2) The budget plan for the required bridge repair costs is IDR 41,120,966.24.-
在一些村庄，仍然经常发现不适合几个村民的通道桥。该桥有许多损坏，导致该桥的强度比原计划的要低。这样，当地居民过桥时会感到不安全，因为如果桥梁继续损坏而不进行维修，可能会造成人员伤亡。意识到这一点的重要性，我作为作者对一座人行桥结构进行了全包覆复合体系加固的分析研究，并对该桥修复前后的强度进行了几次比较。人行天桥加固的荷载规划参照SNI最新规定，即公务部长通告02 / SE / M / 2010号。结构的静力分析使用STAAD Pro CONNECT EDITION计算机应用程序，规划结果的描述使用Auto CAD 2019计算机应用程序。从本次人行天桥分析可以得出:(1)修复后的桥梁发生的挠度从84.1 mm减小到34.2 mm，使桥梁的舒适性优于之前(2)所需桥梁维修费用的预算计划为IDR 41,120,966.24.-
{"title":"STRENGTHENING ANALYSIS OF PEDESTRIAN BRIDGE WITH TOTALLY ENCASED COMPOSITE SYSTEM","authors":"Mohamad Jaya Saputra, T. Rochman, Sunarto Suryanto","doi":"10.55404/jos-mrk.2021.02.03.1-7","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.1-7","url":null,"abstract":"In some villages, access bridges that are not suitable for several villagers are still often found. There were many damages to the bridge which resulted in the bridge's strength decreasing from what had been planned. That way local residents feel unsafe if they cross the bridge because it can result in casualties if the damage to the bridge continues without any repairs. Realizing the importance of this, I as the author took an analytical study on the strengthening of a pedestrian bridge structure with a totally encased composite system which will produce several comparisons of the strength of the bridge before and after repair. The planning of loading for the strengthening of pedestrian bridges refers to the latest SNI, namely the Circular of the Minister of Public Works No. 02 / SE / M / 2010. Static analysis of the structure uses the STAAD Pro CONNECT EDITION computer application and the depiction of the planning results using the Auto CAD 2019 computer application program. From this pedestrian bridge analysis it can be concluded that (1) the deflection that occurs on the bridge after repair from 84.1 mm to 34.2 mm so that the comfort of the bridge is better than before (2) The budget plan for the required bridge repair costs is IDR 41,120,966.24.-","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"22 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"126252516","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 : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.256-260
A. Samudra, Suhariyanto Suhariyanto, Susapto Susapto
The Indonesian International Islamic University Depok Library Building Construction Project has area of 16495 m2. This library has 8 floors, which is located in the middle of the city. So, the mobilization of tools and materials become easier. The purpose of this study is to make project planning in terms of organizational structure, site layout, traffic management, strategy and implementation methods, quality, safety, occupational health and environment (K3L); Project Implementation Budget Plan and project scheduling. The data used are shop drawings, Work Plan and Conditions, and HSD Depok City 2020. Planning a project schedule using the Barchart method with the help of MS. Project 2016. This planning produces a line type organizational structure where the leaders and subordinates are in one line of command; Site Layout by using 1 unit tower crane; Traffic Management planning using a one gate system; The implementation strategy uses 2 zones; The implementation method uses Bottom Up, starting from zone 1 then proceed to zone 2 until the 8th floor; Quality plan based on the application of SOP (Standard Operating Procedure); The HSE plan includes hazard identification, an HSE equipment plan, and an HSE implementation schedule; The project duration plan is 43 weeks, and the Implementation Budget Plan is Rp. 151,141,347,875.
印尼国际伊斯兰大学德波克图书馆大楼建设项目，建筑面积16495平方米。这座图书馆有8层，位于城市的中心。因此，工具和材料的动员变得更加容易。本研究的目的是在组织结构、场地布局、交通管理、策略和实施方法、质量、安全、职业健康和环境(K3L)方面进行项目规划;项目实施预算计划和项目进度安排。使用的数据是车间图纸，工作计划和条件，以及HSD Depok City 2020。在ms project 2016的帮助下，使用Barchart方法规划项目进度。这种规划产生了一种直线型的组织结构，在这种结构中，领导和下属处于同一指挥线;采用1台塔吊进行现场布置;使用一门系统的交通管理规划;实施策略使用2个区域;实施方法为自下而上，从1区开始，再到2区，直到8楼;基于SOP(标准操作程序)的质量计划;HSE计划包括危害识别、HSE设备计划和HSE实施时间表;项目持续时间计划为43周，执行预算计划为151,141,347,875卢比。
{"title":"PERENCANAAN PROYEK PEMBANGUNAN GEDUNG PERPUSTAKAAN UNIVERSITAS ISLAM INTERNASIONAL INDONESIA DEPOK","authors":"A. Samudra, Suhariyanto Suhariyanto, Susapto Susapto","doi":"10.55404/jos-mrk.2021.02.03.256-260","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.256-260","url":null,"abstract":"The Indonesian International Islamic University Depok Library Building Construction Project has area of 16495 m2. This library has 8 floors, which is located in the middle of the city. So, the mobilization of tools and materials become easier. The purpose of this study is to make project planning in terms of organizational structure, site layout, traffic management, strategy and implementation methods, quality, safety, occupational health and environment (K3L); Project Implementation Budget Plan and project scheduling. The data used are shop drawings, Work Plan and Conditions, and HSD Depok City 2020. Planning a project schedule using the Barchart method with the help of MS. Project 2016. This planning produces a line type organizational structure where the leaders and subordinates are in one line of command; Site Layout by using 1 unit tower crane; Traffic Management planning using a one gate system; The implementation strategy uses 2 zones; The implementation method uses Bottom Up, starting from zone 1 then proceed to zone 2 until the 8th floor; Quality plan based on the application of SOP (Standard Operating Procedure); The HSE plan includes hazard identification, an HSE equipment plan, and an HSE implementation schedule; The project duration plan is 43 weeks, and the Implementation Budget Plan is Rp. 151,141,347,875.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"56 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128262482","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 : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.180-187
Noroyono Wibowo, S. Sutikno, Agus Suhardono
Along with the development of community dynamics in the District of Mojoagung, especially in the area of Kademangan Village, it can cause flooding due to changes in land cover from paddy fields to residential areas, facilities and other infrastructure such as roads. This thesis aims to evaluate and plan drainage networks, existing planning drawings, Budget Plans, and project implementation schedules using the S curve method. In the implementation, the analysis of hydrology and hydraulics is carried out. Hydrological analysis is carried out with the aim of calculating the plan debit using a rational method and hydraulic analysis is carried out to calculate the capacity of the existing drainage channels. So that it can be known the location of the point of flooding that occurred and the new channel dimension planning. The results of the study with a 10-year return based on dispersion measurements obtained a suitable distribution is the Pearson Log Log Distribution III with planned debit values in each channel and most of the existing channels are not able to accommodate flood debit. Then re-planning is needed for a channel that cannot accommodate flood debit and the results of planning are drawing plans, the value of the Cost Budget Plan isRp.2,794,165,433.04, -, and planned project implementation schedule which is 12 weeks long.
{"title":"EVALUASI DAN PERENCANAAN ULANG JARINGAN DRAINASE UNTUK PENANGGULANGAN BANJIR DI DESA KADEMANGAN KECAMATAN MOJOAGUNG KABUPATEN JOMBANG","authors":"Noroyono Wibowo, S. Sutikno, Agus Suhardono","doi":"10.55404/jos-mrk.2021.02.03.180-187","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.180-187","url":null,"abstract":"Along with the development of community dynamics in the District of Mojoagung, especially in the area of Kademangan Village, it can cause flooding due to changes in land cover from paddy fields to residential areas, facilities and other infrastructure such as roads. This thesis aims to evaluate and plan drainage networks, existing planning drawings, Budget Plans, and project implementation schedules using the S curve method. In the implementation, the analysis of hydrology and hydraulics is carried out. Hydrological analysis is carried out with the aim of calculating the plan debit using a rational method and hydraulic analysis is carried out to calculate the capacity of the existing drainage channels. So that it can be known the location of the point of flooding that occurred and the new channel dimension planning. The results of the study with a 10-year return based on dispersion measurements obtained a suitable distribution is the Pearson Log Log Distribution III with planned debit values in each channel and most of the existing channels are not able to accommodate flood debit. Then re-planning is needed for a channel that cannot accommodate flood debit and the results of planning are drawing plans, the value of the Cost Budget Plan isRp.2,794,165,433.04, -, and planned project implementation schedule which is 12 weeks long.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130330863","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 : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.150-155
Muhammad Ilham Ismi', Burhamtoro Burhamtoro, M. F. Subkhan
The Serang - Panimbang Toll Road is a means of supporting the Government's program to develop the Tanjung Lesung Special Economic Zone (KEK) which is one of the main priorities of the Committee for the Acceleration of Priority Infrastructure Provision (KPPIP) and for developing territorial potential by the local Regional Government. The Serang - Panimbang Toll Road will be connected to the Jakarta - Merak Toll Road. This study aims to analyze the thickness of the rigid pavement on the toll road using Bina Marga 2003 and AASHTO 1993 methods. The results obtained from this study are rigid pavement planning using a type of continuous cement concrete pavement without reinforcement. The results of the analysis of the concrete pavement calculation obtained a concrete plate thickness of 240 mm or 24 cm for the 2003 Bina Marga method, while for the 1993 AASHTO method a concrete plate thickness of 12.5 inches or 31.75 cm was obtained, with a sub-base layer on each method of 100 mm or 10 cm.
{"title":"ANALISIS TEBAL PERKERASAN KAKU JALAN TOL SERANG – PANIMBANG DENGAN METODE BINA MARGA 2003 DAN AASHTO 1993 PADA STA. 0+000 – 7+700","authors":"Muhammad Ilham Ismi', Burhamtoro Burhamtoro, M. F. Subkhan","doi":"10.55404/jos-mrk.2021.02.03.150-155","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.150-155","url":null,"abstract":"The Serang - Panimbang Toll Road is a means of supporting the Government's program to develop the Tanjung Lesung Special Economic Zone (KEK) which is one of the main priorities of the Committee for the Acceleration of Priority Infrastructure Provision (KPPIP) and for developing territorial potential by the local Regional Government. The Serang - Panimbang Toll Road will be connected to the Jakarta - Merak Toll Road. This study aims to analyze the thickness of the rigid pavement on the toll road using Bina Marga 2003 and AASHTO 1993 methods. The results obtained from this study are rigid pavement planning using a type of continuous cement concrete pavement without reinforcement. The results of the analysis of the concrete pavement calculation obtained a concrete plate thickness of 240 mm or 24 cm for the 2003 Bina Marga method, while for the 1993 AASHTO method a concrete plate thickness of 12.5 inches or 31.75 cm was obtained, with a sub-base layer on each method of 100 mm or 10 cm.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"299 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116586222","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 purpose of this paper is to plan the upper and lower structures using reinforced concrete and their construction costs. Analysis of structural planning uses the help of the Robot Structural Analysis Professional (RSAP) 2018 application. Calculation of concrete structures refers to SNI 2847-2019, earthquake calculations refer to SNI 1726-2019, and calculation of costs refers to Permen PUPR Number 28 of 2016. From the calculation, the results are obtained. : 1) 160 mm thick roof with support and field reinforcement using D13-200 and dividing reinforcement using D10 - 220, 160 mm thick floor plate with support and field reinforcement using D16 - 180 and dividing reinforcement using D10 - 220. The beam extends 20x30 cm by using 4D16 tensile support reinforcement and 2D16 tension support, 3D16 tensile bearing reinforcement and 2D16 compressive field reinforcement. Transverse beam 40x60 cm by using tensile support reinforcement 7D16 and pressure support 4D16, reinforcement for tensile field 5D16 and field for compression 3D16. Column 40x40 cm uses the main reinforcement 8D19 and shear reinforcement D10 - 100. The ladder is 120 mm thick using support and field reinforcement D10 - 225 and reinforcement using D10 - 250.2) The foundation uses 4 D40 piles with 8D19 main reinforcement and D10 shear reinforcement - 30, and pilecap dimensions 1.7x1.7x0.5 m using the top and bottom reinforcement D19–150. And 3) Budget Plan (RAB) for structural work of Rp. 16.378.000.000,00.
{"title":"PERENCANAAN STRUKTUR GEDUNG ATTIC SHOWROOM MALANG","authors":"Ahmareta Aridiansyah, Nawir Rasidi, Sitti Safiatus Riskijah","doi":"10.55404/jos-mrk.2021.02.03.188-194","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.188-194","url":null,"abstract":"The purpose of this paper is to plan the upper and lower structures using reinforced concrete and their construction costs. Analysis of structural planning uses the help of the Robot Structural Analysis Professional (RSAP) 2018 application. Calculation of concrete structures refers to SNI 2847-2019, earthquake calculations refer to SNI 1726-2019, and calculation of costs refers to Permen PUPR Number 28 of 2016. From the calculation, the results are obtained. : 1) 160 mm thick roof with support and field reinforcement using D13-200 and dividing reinforcement using D10 - 220, 160 mm thick floor plate with support and field reinforcement using D16 - 180 and dividing reinforcement using D10 - 220. The beam extends 20x30 cm by using 4D16 tensile support reinforcement and 2D16 tension support, 3D16 tensile bearing reinforcement and 2D16 compressive field reinforcement. Transverse beam 40x60 cm by using tensile support reinforcement 7D16 and pressure support 4D16, reinforcement for tensile field 5D16 and field for compression 3D16. Column 40x40 cm uses the main reinforcement 8D19 and shear reinforcement D10 - 100. The ladder is 120 mm thick using support and field reinforcement D10 - 225 and reinforcement using D10 - 250.2) The foundation uses 4 D40 piles with 8D19 main reinforcement and D10 shear reinforcement - 30, and pilecap dimensions 1.7x1.7x0.5 m using the top and bottom reinforcement D19–150. And 3) Budget Plan (RAB) for structural work of Rp. 16.378.000.000,00.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"2012 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133531710","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 : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.273-279
binar binar, M. Efendi, M. Sholeh
Loss of water due to damage to the carrier channel in Pendem Village resulted in imperfect distribution of water to the land. With this, it is necessary to re-plan irrigation channels that can reduce water loss in the canal. In planning this, a modular irrigation channel is used with the advantage of having better flow quality and can prevent landslides in the channel. The data needed in this planning include topographic maps, rainfall data from the 3 closest stations, climatological data, and Batu City HSPK. processed using the basic year method and for evapotranspiration using Penman Modified. In theresults calculation obtained NFR 0.929 liters / second / hectare, the dimensions of the channel used for the carrier and discharge channel (tertiary and quarter) is a square shape, the tertiary channel is 9 with a configuration of 0 - 0 ( ba = 0.86m bb = 0.18m H = 0.65m ) with a planned guard height of 0.2 meters. For the quaternary channel the largest dimensions are b = 0.88 and H = 0.24 m and the guard height is 0.2 meters. While the number of drains is 5 with the largest channel dimensions b = 0.6 meters, h = 1.0 meters with a guard height of 0.4 meters. The budget plan for tertiary irrigation network planning is Rp 4,569,167,600.00
{"title":"PERENCANAAN ULANG JARINGAN IRIGASI TERSIER MENGGUNAKAN LINING MODULAR PADA DESA PENDEM, KECAMATAN JUNREJO, KOTA BATU","authors":"binar binar, M. Efendi, M. Sholeh","doi":"10.55404/jos-mrk.2021.02.03.273-279","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.273-279","url":null,"abstract":"Loss of water due to damage to the carrier channel in Pendem Village resulted in imperfect distribution of water to the land. With this, it is necessary to re-plan irrigation channels that can reduce water loss in the canal. In planning this, a modular irrigation channel is used with the advantage of having better flow quality and can prevent landslides in the channel. The data needed in this planning include topographic maps, rainfall data from the 3 closest stations, climatological data, and Batu City HSPK. processed using the basic year method and for evapotranspiration using Penman Modified. In theresults calculation obtained NFR 0.929 liters / second / hectare, the dimensions of the channel used for the carrier and discharge channel (tertiary and quarter) is a square shape, the tertiary channel is 9 with a configuration of 0 - 0 ( ba = 0.86m bb = 0.18m H = 0.65m ) with a planned guard height of 0.2 meters. For the quaternary channel the largest dimensions are b = 0.88 and H = 0.24 m and the guard height is 0.2 meters. While the number of drains is 5 with the largest channel dimensions b = 0.6 meters, h = 1.0 meters with a guard height of 0.4 meters. The budget plan for tertiary irrigation network planning is Rp 4,569,167,600.00","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"95 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124091108","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 : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.50-55
Adi triono Prayasa, Mohamad Zenurianto, S. Sutikno
The Kota Sumenep sub-district of Sumenep regency often experiences water drought during the years. This condition cause inadequate the clean water distribution from the system to the sub-district dwellings. Therefore, the Clean Water Network in that area should be redesigned or developed. This thesis aims to redesign the clean water network, including the determinations of transmission pipes, distribution pipes, reservoir dimension and the project budget estimation. The necessary data are the population of Sumenep sub-district in the past ten years, the discharge of water-springs, the topography map, the existing pipelines, and the unit price of work, that issued by Government of Sumenep Regency. Based on the prediction the population number in the year 2028, data anlysis for the clean water network results as follow: 1) the water need is 279,58 lt/sec; 2) the transmission pipes use 14 inches HDPE; 3) the distribution pipes use different dimension of HDPE from 4 inches to 12 inches. The estimation of project budget is IDR 489.762.600.000,- with the clean water network construction of 217 working days.
{"title":"PERENCANAAN ULANG JARINGAN DISTRIBUSI AIR BERSIH KECAMATAN KOTA SUMENEP KABUPATEN SUMENEP","authors":"Adi triono Prayasa, Mohamad Zenurianto, S. Sutikno","doi":"10.55404/jos-mrk.2021.02.03.50-55","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.50-55","url":null,"abstract":"The Kota Sumenep sub-district of Sumenep regency often experiences water drought during the years. This condition cause inadequate the clean water distribution from the system to the sub-district dwellings. Therefore, the Clean Water Network in that area should be redesigned or developed. This thesis aims to redesign the clean water network, including the determinations of transmission pipes, distribution pipes, reservoir dimension and the project budget estimation. The necessary data are the population of Sumenep sub-district in the past ten years, the discharge of water-springs, the topography map, the existing pipelines, and the unit price of work, that issued by Government of Sumenep Regency. Based on the prediction the population number in the year 2028, data anlysis for the clean water network results as follow: 1) the water need is 279,58 lt/sec; 2) the transmission pipes use 14 inches HDPE; 3) the distribution pipes use different dimension of HDPE from 4 inches to 12 inches. The estimation of project budget is IDR 489.762.600.000,- with the clean water network construction of 217 working days.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131567664","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 : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.280-286
Bagus Prasetya, Agus Suhardono, Bobby Asukmajaya Raharjo
Bagong Dam is a rock-fill type dam that was built for flood control in Trenggalek district and as a reservoir for irrigation water during the dry season. In this calculation, it is found that the flood discharge tracking analysis is Q100 = 164.742 m3/second, Q1000 = 182.419 m3/second, and QPMF = 394.425 m3/second, with water elevation above the crest +328.67 meters. This spillway is designed with a overflow spillway type which includes from the launch channel, and the energy reducer channel using a USBR type III stilling pool. With the results of the channel analysis the maximum water level occurs at the QPMF return period of 2, 355 meters with a maximum flow speed of 22.78 m2/second and a froude value at the end of the channel of 7.126. Analysis The stability of the spillway is controlled using overturning control, shear control, and control of the bearing capacity of the soil, all of which are safe for spillway structures. Furthermore, for the reinforcement of the walls and floor of the channel using the highest wall, namely the energy absorber wall as high as 8 meters and on the channel wall the amount of reinforcement D13-200 is obtained which is controlled in an empty and flooded channel. As for the floor of the channel of reinforcement D13-300 are assumed to be in a flooded state. The construction cost for the construction of the spillway is Rp. 241.483.929.346.
{"title":"PERENCANAAN ULANG BANGUNAN PELIMPAH (SPILLWAY) PADA BENDUNGAN BAGONG KABUPATEN TRENGGALEK","authors":"Bagus Prasetya, Agus Suhardono, Bobby Asukmajaya Raharjo","doi":"10.55404/jos-mrk.2021.02.03.280-286","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.280-286","url":null,"abstract":"Bagong Dam is a rock-fill type dam that was built for flood control in Trenggalek district and as a reservoir for irrigation water during the dry season. In this calculation, it is found that the flood discharge tracking analysis is Q100 = 164.742 m3/second, Q1000 = 182.419 m3/second, and QPMF = 394.425 m3/second, with water elevation above the crest +328.67 meters. This spillway is designed with a overflow spillway type which includes from the launch channel, and the energy reducer channel using a USBR type III stilling pool. With the results of the channel analysis the maximum water level occurs at the QPMF return period of 2, 355 meters with a maximum flow speed of 22.78 m2/second and a froude value at the end of the channel of 7.126. Analysis The stability of the spillway is controlled using overturning control, shear control, and control of the bearing capacity of the soil, all of which are safe for spillway structures. Furthermore, for the reinforcement of the walls and floor of the channel using the highest wall, namely the energy absorber wall as high as 8 meters and on the channel wall the amount of reinforcement D13-200 is obtained which is controlled in an empty and flooded channel. As for the floor of the channel of reinforcement D13-300 are assumed to be in a flooded state. The construction cost for the construction of the spillway is Rp. 241.483.929.346.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"17 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116803596","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}
Technological progress is one of the challenges in the field of civil engineering. BIM (Building Information Modeling) is one example of technological advances that can be used for the implementation of construction projects. The BIM applications used are Infraworks Autodesk, Naviswork Autodesk and Revit Autodesk applications. The application of BIM is centered on the construction of the Umbul Kaji bridge project, Malang Regency. The use of the Infraworks Autodesk application is intended to facilitate the placement of facility buildings by directly placing buildings according to topographic conditions. Furthermore, the Naviswork Autodesk application is used to visualize the scheduling progress according to the plan. Then the Revit Autodesk application is used for 3D modeling to get the construction volume, reinforcement volume and construction project implementation price. Based on the results of planning and calculations, the organizational structure used is a functional organizational structure. Site layout is based on Travelling Distance (TD) and Safety Index (SI), so an alternative 3 placement is chosen with a TD value of 100131 and an SI of 730. The bridge implementation method for erection girder uses the launching gantry method. In the preparation of the schedule with the help of Microsoft Project and Naviswork Autodesk, the project implementation time was 230 days. And with the help of Revit Autodesk, the cost of implementing the Umbul Kaji Bridge project is Rp. 46.591.603.677,-.
{"title":"APLIKASI BIM PADA PEMBANGUNAN PROYEK JEMBATAN UMBUL KAJI KABUPATEN MALANG","authors":"Amelia Ayu Solicha, Dyah Lidyaningtias, Wahiddin Wahiddin","doi":"10.55404/jos-mrk.2021.02.03.304-309","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.304-309","url":null,"abstract":"Technological progress is one of the challenges in the field of civil engineering. BIM (Building Information Modeling) is one example of technological advances that can be used for the implementation of construction projects. The BIM applications used are Infraworks Autodesk, Naviswork Autodesk and Revit Autodesk applications. The application of BIM is centered on the construction of the Umbul Kaji bridge project, Malang Regency. The use of the Infraworks Autodesk application is intended to facilitate the placement of facility buildings by directly placing buildings according to topographic conditions. Furthermore, the Naviswork Autodesk application is used to visualize the scheduling progress according to the plan. Then the Revit Autodesk application is used for 3D modeling to get the construction volume, reinforcement volume and construction project implementation price. Based on the results of planning and calculations, the organizational structure used is a functional organizational structure. Site layout is based on Travelling Distance (TD) and Safety Index (SI), so an alternative 3 placement is chosen with a TD value of 100131 and an SI of 730. The bridge implementation method for erection girder uses the launching gantry method. In the preparation of the schedule with the help of Microsoft Project and Naviswork Autodesk, the project implementation time was 230 days. And with the help of Revit Autodesk, the cost of implementing the Umbul Kaji Bridge project is Rp. 46.591.603.677,-.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115498345","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 : 2021-09-20DOI: 10.55404/jos-mrk.2021.02.03.110-114
Dhani Dharmala Putra, Suselo Utoyo, S. Sumardi
The purpose of this study is to conduct a research on the feasibility study aimed to find out whether the construction is feasible or not feasible to be built on the Bumi Batara Villa Housing development project in Ponorogo. In marketing market analysis by distributing questionnaires. Technical analysis uses the Building Base Coefficient (KDB), the Building Floor Coefficient (KLB), and the Green Base Coefficient (KDH). While those used in financial analysis are Net Present Value (NPV), Benefit Cost Ratio (BCR), Internal Rate of Return (IRR), and Payback Period (PP) that are used as parameters with home sales are considered 100% during the investment plan year to 4. Land optimization of house type and land is effective by using the simplex method, for financial feasibility declared feasible by getting a profit. With revenues earned over 4 years with 76 units sold in the amount of Rp.41,813,360,829.57 and expenses in the amount of Rp.38,218,442,595.37. Then do the land optimization to make maximum use of the existing land of 10,157 m2 with a community interest of 124 units and a maximum profit of Rp.9,030,171,549.18 was obtained.
{"title":"STUDI KELAYAKAN TEKNIK DAN FINANSIAL PERUMAHAN VILLA BUMI BATARA PONOROGO","authors":"Dhani Dharmala Putra, Suselo Utoyo, S. Sumardi","doi":"10.55404/jos-mrk.2021.02.03.110-114","DOIUrl":"https://doi.org/10.55404/jos-mrk.2021.02.03.110-114","url":null,"abstract":"The purpose of this study is to conduct a research on the feasibility study aimed to find out whether the construction is feasible or not feasible to be built on the Bumi Batara Villa Housing development project in Ponorogo. In marketing market analysis by distributing questionnaires. Technical analysis uses the Building Base Coefficient (KDB), the Building Floor Coefficient (KLB), and the Green Base Coefficient (KDH). While those used in financial analysis are Net Present Value (NPV), Benefit Cost Ratio (BCR), Internal Rate of Return (IRR), and Payback Period (PP) that are used as parameters with home sales are considered 100% during the investment plan year to 4. Land optimization of house type and land is effective by using the simplex method, for financial feasibility declared feasible by getting a profit. With revenues earned over 4 years with 76 units sold in the amount of Rp.41,813,360,829.57 and expenses in the amount of Rp.38,218,442,595.37. Then do the land optimization to make maximum use of the existing land of 10,157 m2 with a community interest of 124 units and a maximum profit of Rp.9,030,171,549.18 was obtained.","PeriodicalId":337938,"journal":{"name":"Jurnal JOS-MRK","volume":"46 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2021-09-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122798208","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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