cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Moh Debby Rizani
Contact Email
dbyrizani@gmail.com
Phone
+628122507299
Journal Mail Official
giratory.upgris@gmail.com
Editorial Address
Jl. Sidodadi Timur No.24, Karangtempel, Kec. Semarang Tim., Kota Semarang, Jawa Tengah 50232
Location
Kota semarang,
Jawa tengah
INDONESIA
Jurnal Teknik Sipil Giratory Upgris
Published by Universitas PGRI Semarang
ISSN : 26217864     EISSN : 27164969     DOI : https://doi.org/10.26877/goratory
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Jurnal ini bertujuan untuk menyediakan platform bagi para ilmuwan dan akademisi di seluruh dunia untuk mempromosikan, berbagi, dan mendiskusikan berbagai masalah dan perkembangan baru di berbagai bidang teknik sipil
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 8 Documents
 1 
Search results for , issue "Vol 3, No 2: Desember 2022" : 8 Documents clear
PERENCANAAN STRUKTUR MUSEUM PERMAINAN ANAK TRADISIONAL DI BRINGIN KECAMATAN NGALIYAN Imron Rusyadi; Trinugroho Ardin Viantoro; Agung Kristiawan; Slamet Budirahardjo
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14517

Abstract

ABSTRACTThe museum is an institution entrusted by the government to store and preserve cultural heritage that is rarely known by the general public. 19 of 1995, a museum is an institution, a place for storing, maintaining, securing and utilizing material evidence of human culture as well as nature and the environment in order to support efforts to protect and preserve the nation's cultural wealth. The "Structure Planning of the Traditional Children's Game Museum in Bringin, Ngaliyan District" has a problem formulation of how to analyze the structural calculations in "Structure Planning of the Bringin Traditional Children's Game Museum, Ngaliyan District". This thesis is planned in accordance with the regulations that apply to buildings including Procedures for Calculation of Concrete Structures for Buildings (SNI 03-2847-2002); Earthquake Resistance Planning Standards for Buildings (SNI 03-1726-2002) and Loading Planning Guidelines for Houses. And Building (PPPURG 1987). In this plan, data analysis uses manual calculations assisted by EExcel and SAP 2000 programs. This plan uses a sand metal roof covering, 12 cm thick floor plate on the 2nd and 3rd floors, while the 4th floor is 15 cm thick, with beam dimensions 35 x 60 , 35 x 50, 35 x 55 cm, and columns using SAP 2000 obtained column dimensions K1 (50cm x 50cm) and K (60cm x 60cm), using 20 D 19 reinforcement for K1 and 24 D 19 reinforcement for K2, Pile foundations, the dimensions of the pile are 30 cm x 30 cm, the depth of the pile of hard soil is 5.4 m and the length of the pile is 6 m.Keywords: building planning, reinforced concrete planning, SAP 2000
PERENCANAAN STRUKTUR GEDUNG 3 LANTAI ASRAMA MAHASISWA (RUSUNAWA) PUTRI II UNIVERSITAS PGRI SEMARANG MENGGUNAKAN METODE SRPMM (SISTEM RANGKA PEMIKUL MOMEN MENENGAH) Andrian Majid Khobad; Muhammad Ryan Ardian; Ibnu Toto Husodo; Mohammad Debby Rizani
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14506

Abstract

AbstractThe 3 Floor Student Dormitory Building (Rusunawa) daughter II University of PGRI Semarang was built in the 4th campus area of Universitas PGRI Semarang with a building area of 2119 m2. The building is planned based on the results of the Cone Penetration Test (CPT), it is known that the building is built on soil with soft soil conditions (SE site class). The calculation of the structure uses the SRPMM method (medium moment resisting frame system) which refers to SNI 1726-2019: Earthquake Resistance Planning Procedures for Building and Non-Building Structures. Meanwhile, non-earthquake loading can be adjusted to SNI 1727-2013: Minimum Load for Design of Buildings and Other Structures. The secondary structure is in the form of plates and stairs which are carried by the primary structure, namely beams, columns and shear walls. The lower structure consists of sloof and pile cap, with drill pile foundation. The main ingredient of the structure is reinforced concrete, with reference to SNI 2847- 2019: Requirements for Structural Concrete for Buildings and Explanations. In the requirements of the SRPMM method the structural components that are considered are columns, beams, beam-column relationships and plates. In this case the building structure can respond to earthquakes with seismic design categories (KDS) A, B, and C, without collapsing. The results of the calculation of the primary structure and the substructure of the building are applied in technical drawings consisting of architectural drawings, structural plans, and detailed reinforcement drawings.Keywords: building, medium moment resisting frame system, earthquake load.
ANALISA KINERJA LALU LINTAS RUAS JALAN SEMARANG – GROBOGAN PADA PERSIMPANGAN PASAR KARANGAWEN KABUPATEN DEMAK Muhammad Mansur Hidayat; Hery Aprillianto; Mohammad Debby Rizani; Donny Ariawan
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14519

Abstract

ABSTRACT. This type of research is quantitative research. The problems in this study are 1) The factors that cause traffic jams on the Semarang-Grobogan Karangawen Demak road. 2) the performance of the unsignalized intersection on the Semarang-Grobogan Karangawen Demak road. This type of research is quantitative research. Based on the analysis, the results for side resistance are 1215.2 vehicles/hour for the east direction and 1162.7 vehicles/hour for the west direction, so the side resistance class for the east and west directions is very high (VH) because the total weight is greater than 900 vehicles/hour with conditions of commercial areas and high activity on the side of the road. The level of congestion with traffic volume in the west is 3122 pcu/hour and 1686 pcu/hour in the east and a capacity of 1469.52 pcu/hour for the west and east and the degree of saturation is 0.87 for the west and 0.54 for the east direction east.Keywords: factors causing congestion, performance of unsignalized intersections.
ANALISA PENGARUH PENAMBAHAN LIMBAH KAYU JATI DAN SERABUT KELAPA SERTA GYPSUM PADA TANAH PANGGUNG JEPARA TERHADAP TINGKAT KEKUATAN GESER DAN PENGEMBANGAN TANAH Arfendi Arifuddin; Ivana Zulfa; Slamet Budirahardjo; Ibnu Toto Husodo
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14507

Abstract

AbstractThe soil in the Panggung Village area, Kedung District, Jepara Regency, was found to have signs of collapse and uneven ground and fractures occurred in structural bulkheads due to uneven and stable land subsidence. One of the factors causing the signs of failure, cracks and faults is triggered because most of the area has a type of soil with a low level of shear strength.In this study, an experiment was conducted on mixing the original soil with a mixture of added materials in the form of teak wood powder and coconut fibers and gypsum. The percentage of addition of added materials is 8%, 10% and 12% and 3% gypsum with two ratios of added materials (25% SKJ and 75% SKP) with a comparison (75% SKJ and 25% SKP) to determine the nature of the original soil after Added materials are added by testing physical properties and engineering properties.From the research that has been done, the percentage of addition of added material that shows the best soil characteristics is adjusted to the percentage of comparison, namely the highest specific gravity test from the addition of 8% in the comparison percentage (25% SKJ and 75% SKP), Atteberg limit test with the lowest plasticity index of the addition of 10 % in the comparison percentage (25% SKJ and 75% SKP), testing the lowest optimum proctor modified moisture content from the addition of 8% in the comparison percentage (25% SKJ and 75% SKP) with the maximum dry soil density from the addition of 8% in the comparison percentage (25% SKJ and 75% SKP), in the CBR test the highest CBR value occurred in the 8% addition test, the soil shear strength test used the highest soil cohesion value from the addition of 10% in the comparison percentage (75% SKJ and 25% SKP) and used an increase in the highest value of the shear angle of the soil in the addition of 8% on the percentage (75% SKJ and 25% SKP) , then testing the land development uses the smallest value that occurs in the addition of 8% in the comparison percentage (25% SKJ and 75% SKP). Keywords: Soil Waste, Soil Stabilization, Direct Shear, Swelling
PENANGGULANGAN BANJIR BANJIR SISI AIRSIDE BANDAR UDARA INTERNASIONAL JENDERAL AHMAD YANI SEMARANG Miftakhul Janah; Muhammad Tantowi Jauhari; Ikhwanudin Ikhwanudin; Mohammad Debby Rizani
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14522

Abstract

AbstractSemarang is one of the cities that often occurs flood disaster due to very high rainy weather. This resulted in the Ahmad Yani airport runway being inundated with water as high as approximately 50 cm around the airside which could disrupt flight operations. Therefore it is necessary to have a flood prevention activity to minimize the situation. The purpose of this study is to determine the factors resulting from flooding on the airside of Ahmad Yani airport and to determine the design of short-term and long-term drainage systems. In calculating the planned flood discharge (R24) using data such as rainfall, channel measurement data, and the condition of the channel. Based on this data, the researcher will calculate the planned rainfall for the Q2, Q5, Q10, Q25, Q50, and Q100 years. To calculate the data, we use the Normal Distribution, Log Normal Distribution, Pearson III Log Distribution, and Gumbel Distribution. Then from these calculations the Gumbel distribution method was chosen because it is closer. Based on data processing using the Rational method, the peak flood discharge value (QP) is obtained when Q2 all channels are able to accommodate the planned flood discharge, Q5 there is 1 channel unable to accommodate, namely in DU1-P2, Q10 there is 1 channel unable to accommodate, namely in DU1- P2, Q25 there are 1 channel that is not able to accommodate, namely in DU1-P2, Q50 there are 2 channels that are unable to accommodate, namely in DU1-P2 and S1B-P7, Q100 there are 2 channels that cannot accommodate, namely in DU1-P2 and S1B-P7. For the short-term drainage system design for flood management, it includes: repairing damaged channels, improving the foundation of the west side BRC fence, repairing pump station access roads, improving airside embankments, and pumping operations. In the design of the long-term flood control drainage system, the dimensions of the drainage channel on the airside side are added because there are 2 (two) channels that are not able to accommodate the planned discharge at the 50-year return period (Q50) with the addition of dimensions in the channel DU1-P2 b = 3, 5 h = 0.5 and S1B-P7 b = 2.7 h = 0.9.Keywords: Flood, Ej Gumbel, prevention.
PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH DOMESTIK (IPALD) SKALA KOMUNAL DESA SUKOHARJO KECAMATAN MARGOREJO KABUPATEN PATI Ahmad Antoni; Aditya Surya Bintara; Mohammad Debby Rizani; Farida Yudaningrum
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14513

Abstract

AbstractDomestic wastewater in Sukoharjo Village, Margorejo District, Pati Regency hasn’t been managed optimally, even there’s already a Domestic Wastewater Treatment Plant (DWWTP) build, but it’s only intended for 46 SR. Based on these conditions, a DWWTP with a capacity up to 200 SR will be planned so that it can cover more residents. The DWWTP planning begins with licensing, field surveys, data collection, literature study, planning, discussion, and conclusions. Primary data that used is field observations, COD and BOD data, then secondary data that used is Population Data, Groundwater Level, Land Slope, STBM, and Gambiran DWWTP Working Drawings. This DWWTP planning uses combination of ABR and AF wastewater treatment techniques. The use of clean water for 200 SR is 90 m/day, with a waste volume of 72 m/day and a sludge volume of 15 m/year. The wastewater has 15 mg/L BOD values and 40 mg/L COD Values. Based on the planning results, the DWWTP design was obtained which includes 1 inlet tank measuring 1 x 1 m with a depth of 3 m, 1 settler tank 3.5 x 3.5 meters with a depth of 3.5 m, 4 ABR tanks 1 x 3.5 m with a depth of 3.5 m, as well as 4 1 x 3 m AF tanks with a depth of 3.5 m. 6-inch diameter PVC pipe used to drain the waste water, accompanied by 85 control tubs with a diameter of 0.6 meters.Keywords: Domestic Wastewater Treatment Plant, Anaerobic Baffled Reactor, Anaerobic Filter, Domestic Wastewater
Rancangan Perbandingan Pelebaran Perkerasan Jalan Lentur Dengan Metode Bina Marga 1987 dan Bina Marga 2017 Pada Ruas Jalan Semarang – Purwodadi di Kecamatan Tegowanu Pada STA 25+700 – STA 27+700 Muhammad Choirul Ni'am; Reno Martin Fajar Budi Prasetyo; Ibnu Toto Husodo; Slamet Budirahardjo
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14515

Abstract

ABSTRACTThe road is a means of transportation that then develops into a means of transportation in carrying out economic activities both accessibility and mobility of goods and services. Heavy traffic and violations on road users and owners of large vehicles passing through often make construction on road pavements damaged.Road widening is one of the main structures in road construction where the construction system is required to be able to provide safety and comfort for its users. Factors that affect the performance of road pavements are passing traffic, weather, pavement layer design, as well as maintenance.In this study, an analysis was carried out for thick layers of road pavement using the Bina Marga Component Analysis Method 1987 and the Bina Marga Method 2017 so that later it would be obtained a thick layer of pavement according to needs. CBR data is obtained from field DCP results conducted by self-testing. For the planned plan life of 20 years, the traffic growth rate is 4.4% and the functional classification of the road is a collector's road.From the results of calculations obtained each thickness of the flexible pavement layer, namely: Bina Marga Component Analysis Method 1987 has a layer value of D1 = 10 cm, D2 = 20 cm, D3 = 30 cm as well as the Bina Marga Method 2017 has a layer value of D1 = 8.75 cm, 15 = cm, D3 = 15 cmKeywords: Road Widening, Component Analysis 1987, Bina Marga 2017
ANALISA KARAKTERISTIK PARKIR DAN PENGARUH ON STREET PARKING TERHADAP KINERJA LALU LINTAS (Studi Kasus Pada Ruas Jalan Kartini Kota Salatiga) Avita Zulvia; Mohammad Debby Rizani; Putri Anggi Permata Suwandi
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 2: Desember 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i2.14505

Abstract

AbstractThe space are available for parking vehicles on the roadside in the downtown area and along main highways is carried out with still restrictions and controls and arrangements or is often called on-street parking (Clarkson Grg Lesby and Bary Hicks, 1988). This research is motivated by the problem of less than optimal traffic performance caused by the presence of on street parking on the bicycle lane on Jalan Kartini, Salatiga City. In overcoming these problems, it is necessary to analyze the characteristics of parking and the effect of on street parking along Jalan Kartini, Salatiga City. The method used in this study is a quantitative descriptive approach. Collecting data obtained from interviews, field notes, personal documentation, researcher notes, and other resident documents. This study shows that parking characteristics and the effect of on street parking on traffic performance on Jalan Kartini, Salatiga City, for parking duration are categorized as Category I and high turnover which means short duration, generally parking vehicles are less than one hour with short parking durations. for parking in shopping centers, with a road capacity of 2489.22 smp/hour, a free-flow speed of 37.665 km/hour and a level of service belonging to the Level Of Service (LOS) B category (0.20-0.44) with stable flow characteristics, speed is slightly limited by traffic, driver can still freely choose his speed.Keywords: parking, on street parking, characteristics

Page 1 of 1 | Total Record : 8

 1 

Filter by Year

2022 2022


Reset
Filter By Issues
All Issue Vol 6, No 1: Juni 2025 Vol 5, No 2: Desember 2024 Vol 5, No 1: Juni 2024 Vol 4, No 2: Desember 2023 Vol 4, No 1: Juni 2023 Vol 3, No 2: Desember 2022 Vol 3, No 1: Juni 2022 Vol 2, No 2: Desember 2021 Vol 2, No 1: Juni 2021 Vol 1, No 2: Desember 2020 Vol 1, No 1: Juni 2020 More Issue