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<![CDATA[TINJAUAN STANDART KESTABILAN TOWER NG STANDAR 30 METER TERHADAP BEBAN GEMPA DINAMIS DENGAN BERBAGAI SITUS KELAS TANAH SESUAI SNI 1726-2012 ]]>
<![CDATA[Sudarmaji, Sigid Bayu]]>;
<![CDATA[Muhtar, Muhtar]]>;
<![CDATA[Priyono, Pujo]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v5i1.3591
<![CDATA[The development of world telecommunications is growing very rapidly occur today, requires the telecommunications provider to provide a means of expanding the reach of mobile phone signal and internet signal in the form of 2G, 3G and 4G. With it the necessary means of supporting specialized tower BTS (Base Transceiver Station) to carry the antenna ata certain height.In planning the establishment of the BTS tower. The load effect in the form of self weight live load and wind load. But necessary review of the value of the Twist, Sway, and Displacement due to earthquake loads that occur with a variety of site classes of the soil in the form of rock soil, hard soil, medium soil and soft soil in accordance with SNI 1726-2012. ]]>
<![CDATA[EVALUASI PERCEPATAN PEMBANGUNAN PROYEK RUSUNAWA ASN PEMKAB MALANG MENGGUNAKAN METODE CRASHING DENGAN SISTEM SIHFT KERJA ]]>
<![CDATA[Apriliana, Ninda Rizki]]>;
<![CDATA[Gunasti, Amri]]>;
<![CDATA[Kuryanto, Totok Dwi]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v5i1.3584
<![CDATA[In construction projects there are three things that must be considered, namely time, cost and quality. However, reality shows that there is still often a delay time of implementation. One way to overcome delay in construction projects is to do with the crashing. This research was conducted on the project of the construction of the building Rusunawa ASN Malang Regency. The method of crashing used by wayof a work shift. The calculation of the needs of the work shift using the guidelines for the calculation of Unit Price Analysis of Workers (AHSP) in 2018. The results showed that the project can be accelerated for 24 working days, so the duration of the project which was originally 197 working days to 173 days of work. Direct costs the project has increased from Rp.12.763.192.497.58 in 197 days to Rp. 12.937.000.000.00 in 173 days (up 1,3554%).]]>
<![CDATA[TINJAUAN KAPASITAS ABUTMEN JEMBATAN SENGKALING MALANG DENGAN BEBAN GEMPA ]]>
<![CDATA[Apriliani, Nindi Rizki]]>;
<![CDATA[Priyono, Pujo]]>;
<![CDATA[Alihudien, Arief]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v5i1.3588
<![CDATA[lower. This obstacle is usually another way such as roads water or ordinary traffic. On planning and bridge work Planning the Structure of the Bottom can not be ignored.Part of the bridge structure is located at the bottom of very decisive for the strength and security of the building thereon.And for a direct link between the structure of the bridge structure under the bridge is the “Abutment†which is included on the structure under the bridge.Abutments of a building that serves to continue the load.Loading code that is used to plan bridge this refers to Indonesian National Standard SNI 1725:2016.The intensity of the earthquake is greatly increased, cause a change in the planning of bridges, the changes contained in the regulation SNI 2833:2016 about planning for earthquake resistance of the bridge. Bridge Sengkaling is a bridge alternative to ease the traffic toward Sengkaling Recreational Park located in Malang, East Java. With a length of28m and a width of 10m this is behind the University of Muhammadiyah Malang.]]>
<![CDATA[STUDI KUAT PENAMPANG ABUTMEN BETON BERTULANG DENGAN MUKA PENAMPANG YANG MIRING HORIZONTAL. JALAN TOL PANDAAN – MALANG JAWA TIMUR ]]>
<![CDATA[Hidayatullah, Rahmat]]>;
<![CDATA[Priyono, Pujo]]>;
<![CDATA[Manggala, Adhitya Surya]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v5i1.3589
<![CDATA[One important element in the bridge is located on the abutments of the bridge, where the abutments carry the load at the top of the bridge that is planned to use the crosssection of reinforced concrete the field of contact oblique to the horizontal that the results obtained from the safe with the range of variation of slope on cross-section is in particular on the bridge Pandaan-Malang.With different angles of inclination which varies, for a slope of 0 degrees can beconcluded controlled press, while for a slope of 15 degrees can be concludedcontrolled press for a reinforcement ratio of 0.00 and 0.25 while for a reinforcementratio of 0.5 and 0.75 restrained tensile den with a slope of 40 degrees can beconcluded controlled press.For the existing condition of his own who were in the field with a slope of 10 degreesthe reinforcement ratio of 0.75 can be simpilkan controlled pull.]]>
<![CDATA[KAJIAN PENDUGAAN LETAK AKUMULASI AIR LINDI DENGAN METODE MAPPING RESISTIVITAS KONFIGURASI WENNER ( STUDI KASUS DI TPA PAKUSARI KAB. JEMBER ) ]]>
<![CDATA[Pratama, Rivan Indra]]>;
<![CDATA[Salim, Noor]]>;
<![CDATA[Setyningtyas, Rusdiana]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v5i1.3590
<![CDATA[The Pakusari Jember TPA uses the Open Dumping system, so that this system will cause groundwater and environmental pollution, one of which is through leachate. The research was conducted using geoelectricity with the Mapping Resistivity method, with 3 passes and a length of 130 m each, with a resistance value between 0.393 - 8.44 Îm which is thought to be a rock layer filled with leachate. The connection between paths 1, 2 and 3 produces a color image, it shows that the intersection that occurs at the point of intersection is thought to be that the rock layers are in the form of clay and sand with a red image and upload. The cutting line aims to determine the relationship between line 1 and other lines as well as the location around the study and to determine the direction of movement of leachate distribution. The distribution of leachate in TPA Pakusari Jember, there are 7 points indicating the presence of leachate from the color image]]>
<![CDATA[TINJAUAN KAPASITAS ABUTMEN JEMBATAN SENGKALING MALANG DENGAN BEBAN GEMPA ]]>
<![CDATA[Nindi Rizki Apriliani]]>;
<![CDATA[Pujo Priyono]]>;
<![CDATA[Arief Alihudien]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v5i1.3588
<![CDATA[lower. This obstacle is usually another way such as roads water or ordinary traffic. On planning and bridge work Planning the Structure of the Bottom can not be ignored.Part of the bridge structure is located at the bottom of very decisive for the strength and security of the building thereon.And for a direct link between the structure of the bridge structure under the bridge is the “Abutment” which is included on the structure under the bridge.Abutments of a building that serves to continue the load.Loading code that is used to plan bridge this refers to Indonesian National Standard SNI 1725:2016.The intensity of the earthquake is greatly increased, cause a change in the planning of bridges, the changes contained in the regulation SNI 2833:2016 about planning for earthquake resistance of the bridge. Bridge Sengkaling is a bridge alternative to ease the traffic toward Sengkaling Recreational Park located in Malang, East Java. With a length of28m and a width of 10m this is behind the University of Muhammadiyah Malang.]]>
<![CDATA[STUDI KUAT PENAMPANG ABUTMEN BETON BERTULANG DENGAN MUKA PENAMPANG YANG MIRING HORIZONTAL. JALAN TOL PANDAAN – MALANG JAWA TIMUR ]]>
<![CDATA[Rahmat Hidayatullah]]>;
<![CDATA[Pujo Priyono]]>;
<![CDATA[Adhitya Surya Manggala]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
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DOI: 10.32528/hgn.v5i1.3589
<![CDATA[One important element in the bridge is located on the abutments of the bridge, where the abutments carry the load at the top of the bridge that is planned to use the crosssection of reinforced concrete the field of contact oblique to the horizontal that the results obtained from the safe with the range of variation of slope on cross-section is in particular on the bridge Pandaan-Malang.With different angles of inclination which varies, for a slope of 0 degrees can beconcluded controlled press, while for a slope of 15 degrees can be concludedcontrolled press for a reinforcement ratio of 0.00 and 0.25 while for a reinforcementratio of 0.5 and 0.75 restrained tensile den with a slope of 40 degrees can beconcluded controlled press.For the existing condition of his own who were in the field with a slope of 10 degreesthe reinforcement ratio of 0.75 can be simpilkan controlled pull.]]>
<![CDATA[KAJIAN PENDUGAAN LETAK AKUMULASI AIR LINDI DENGAN METODE MAPPING RESISTIVITAS KONFIGURASI WENNER ( STUDI KASUS DI TPA PAKUSARI KAB. JEMBER ) ]]>
<![CDATA[Rivan Indra Pratama]]>;
<![CDATA[Noor Salim]]>;
<![CDATA[Rusdiana Setyningtyas]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
Show Abstract
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Download Original
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Original Source
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Check in Google Scholar
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DOI: 10.32528/hgn.v5i1.3590
<![CDATA[The Pakusari Jember TPA uses the Open Dumping system, so that this system will cause groundwater and environmental pollution, one of which is through leachate. The research was conducted using geoelectricity with the Mapping Resistivity method, with 3 passes and a length of 130 m each, with a resistance value between 0.393 - 8.44 Ώm which is thought to be a rock layer filled with leachate. The connection between paths 1, 2 and 3 produces a color image, it shows that the intersection that occurs at the point of intersection is thought to be that the rock layers are in the form of clay and sand with a red image and upload. The cutting line aims to determine the relationship between line 1 and other lines as well as the location around the study and to determine the direction of movement of leachate distribution. The distribution of leachate in TPA Pakusari Jember, there are 7 points indicating the presence of leachate from the color image]]>
<![CDATA[TINJAUAN STANDART KESTABILAN TOWER NG STANDAR 30 METER TERHADAP BEBAN GEMPA DINAMIS DENGAN BERBAGAI SITUS KELAS TANAH SESUAI SNI 1726-2012 ]]>
<![CDATA[Sigid Bayu Sudarmaji]]>;
<![CDATA[Muhtar Muhtar]]>;
<![CDATA[Pujo Priyono]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
Show Abstract
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DOI: 10.32528/hgn.v5i1.3591
<![CDATA[The development of world telecommunications is growing very rapidly occur today, requires the telecommunications provider to provide a means of expanding the reach of mobile phone signal and internet signal in the form of 2G, 3G and 4G. With it the necessary means of supporting specialized tower BTS (Base Transceiver Station) to carry the antenna ata certain height.In planning the establishment of the BTS tower. The load effect in the form of self weight live load and wind load. But necessary review of the value of the Twist, Sway, and Displacement due to earthquake loads that occur with a variety of site classes of the soil in the form of rock soil, hard soil, medium soil and soft soil in accordance with SNI 1726-2012. ]]>
<![CDATA[EVALUASI PERCEPATAN PEMBANGUNAN PROYEK RUSUNAWA ASN PEMKAB MALANG MENGGUNAKAN METODE CRASHING DENGAN SISTEM SIHFT KERJA ]]>
<![CDATA[Ninda Rizki Apriliana]]>;
<![CDATA[Amri Gunasti]]>;
<![CDATA[Totok Dwi Kuryanto]]>
<![CDATA[ HEXAGON Vol 5, No 1 (2020): HEXAGON ]]>
Publisher : <![CDATA[Universitas Muhammadiyah Jember ]]>
Show Abstract
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DOI: 10.32528/hgn.v5i1.3584
<![CDATA[In construction projects there are three things that must be considered, namely time, cost and quality. However, reality shows that there is still often a delay time of implementation. One way to overcome delay in construction projects is to do with the crashing. This research was conducted on the project of the construction of the building Rusunawa ASN Malang Regency. The method of crashing used by wayof a work shift. The calculation of the needs of the work shift using the guidelines for the calculation of Unit Price Analysis of Workers (AHSP) in 2018. The results showed that the project can be accelerated for 24 working days, so the duration of the project which was originally 197 working days to 173 days of work. Direct costs the project has increased from Rp.12.763.192.497.58 in 197 days to Rp. 12.937.000.000.00 in 173 days (up 1,3554%).]]>
