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All Journal Jurnal Ilmiah Bering's

M.Sang Gumilar

Sekolah Tinggi Teknologi Pagar Alam

Author-ID : 3394401

Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

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Analisa Struktur Atas (Upper Structure) Jembatan Kaburejo Kota Pagar Alam M.Sang Gumilar; M. Ridho Edrizky
JURNAL ILMIAH BERING'S Vol 4 No 01 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

One means of transportation is a bridge that connects an area due to obstacles or road divides. There are many bridges in the City of Pagar Alam, one of which is in the Kaburejo area, the bridge in this area is less feasible for vehicles because it has a smaller bridge span than the highway. The purpose of this study is to do an upper structure re-design with a 6 m wide bridge and a 15 m long bridge span made with reinforced concrete construction that has a reinforced longitudinal beam which is an integral part of the vehicle floor so that it can meet the maximum traffic capacity. Bridge planning analysis is carried out on the bridge structure which includes the backrest, sidewalk floor, floor plate and main beam.

Perencanaan Struktur Gedung Kantor Dishub Kota Pagar Alam Berbasis Program SAP 2000 Jenny Suwa Muda; M.Sang Gumilar; Fameira Dhiniati
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Building construction has a structural component of beams, columns, and plates. Realize a building structure that is able to withstand the loads that work on the building, it is necessary to select the right type of structural materials such as steel strutur, concrete structure and composite structure. The goals of research to obtain the dimensions of beams, columns and plates capable of withstanding loads that worked planning building structure. The analysis of the calculation of dimensions of beams, columns and plates using SAP 2000 program applications that are safe or capable of carrying the planned load of columns 1 and 2 floors using WF 350 x 350 x 12 x 19 and for floors 3 and 4 using WF 300 x 300 x 10 x 15 with BJ 37 steel quality. 1, 2, 3 and 4 floor beams use WF 200 x 150 x 9 x 16 with BJ 37 steel, and 1, 2, 3 and 4 floor plates using K300 Concrete with 12 cm thick BJTS steel quality 30 Ø12 distance of 20 cm (two layers).

Analisis Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W6 Kota Pagar Alam) M.Sang Gumilar; Arman Sulistio
JURNAL ILMIAH BERING'S Vol 5 No 01 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

The bridge is a construction built to correlate the roads broken off by the existence of a river or strait. In this bridge foundation research aims to see the stability of the foundation on the carrying capacity of the soil, the ultimate carrying capacity (qult), stability of shear, rolling and slope. From the results of the study the bridge obtained a total weight of 10633,017 Ton / m 'of bearing capacity, 260,613 kg / m², ultimate carrying capacity (qult), 656.85 kg / m², stability against shear 4.76> 1.5 safe against shear force soil, rolling factor with a value of 7.70 > 1.5 safe against rolling force, bearing capacity of 2, 52 > 2.5 safe for landslides.

Analisis Perencanaan Tingkat Pelayanan Fasilitas Pejalan Kaki Di Kawasan Tertib Lalu Lintas (Studi Kasus: Jalan Kombes Haji Umar) Kota Pagar Alam Esti Nurmalasari; M.Sang Gumilar; Dyan Pratnamas
JURNAL ILMIAH BERING'S Vol 5 No 02 (2018): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Kombes haji umar Street is orderly traffic area in the city of Pagar Alam City. However on kombes haji umar street there are no pedestrian facilities. Because of this problem, there is an analysis of the level of pedestrian facilities. Data collection methods used in this research is the observation and questionnaire. Variable that has been obtained from the survey results directly in field obtained the highest pedestrian flow of 13 pedestrian/m/min, average speed of pedestrian 68.03 m/min, and a density of 0.191 pedestrian/m2. The volume of pedestrian on the road observation is of 23 pedestrians/mnt/m. Width design of pavement for pedestrians in the get from the average volume per minute at intervals of 15 minutes is 1.87 mon the right side and the left side of the road. Service levels on the need for pedestrian facilities in the way of initializing Haji Umar included in categories "B" level of service. Dissemination of the questionnaire directly against the respondent and of the survey results in the conclusion that as many as 91% respondet stated very necessary the existence of a path for pedestrians.

Analisi Daya Dukung Pondasi Jembatan (Studi Kasus : Jembatan W10 Kota Pagar Alam) M.Sang Gumilar; Bobi Bobi
JURNAL ILMIAH BERING'S Vol 6 No 01 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

This study aims to see the stability of the bearing capacity towards the Shear, Bolt, Landslide on the bridge. From the results of the study, the bridge obtained a total weight of 85251.8 kg / m ^ ҆ 85.25 Ton / m 'with' Soil Cohesion 10 kg / cm2 ∂ Soil 17.9 kg / cm2 Active soil coefficient 0.40 kg / m2 stability against 2.84> 1.5 shear safe against ground shear force. The rolling factor with a value of 1.9> 1.5 is safe against rolling forces, the slope of the bearing capacity is 4.55> 2.5 safe against landslides.

Analisis Desain Struktur IPLT Kota Pagar Alam Ali Okta Akbar; M.Sang Gumilar; Tarmizi Tarmizi
JURNAL ILMIAH BERING'S Vol 4 No 02 (2017): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Building Analysis of IPLT in Padang Karet, Pagar Alam City have ponds, consist of Solid Saparation Chamber (SSC), anaerobic I, anaerobic II, facultative and maturation. SSC building structures include steel roof buildings, steel columns, short columns, cast walls and floor plates. Analysis of steel roofs, steel columns and short columns using SAAP 2000 programming while for studio plates, replace stiffener. Anaerobic columns I, anaerobic II, facultative ponds, ponds and maturation ponds are manually counted. Analysis of the research is done to determine the structure and cost to be used. Costs used in analysis with the Ms.Excel program. The parameters used in the analysis use fc '= 25 MPa, fy = 400 MPa, K-225 concrete and u-34 steel. Combination using SNI 03-1729-2002. Based on the analysis performed, pipe (6 ') is note safe so that pipe (10') are used. Budget plan costs more economically using the pipe (6 ').

Co-Authors Ali Okta Akbar Arman Sulistio Bobi Bobi Dhiniati, Fameira Dyan Pratnamas Esti Nurmalasari Jenny Suwa Muda M. Ridho Edrizky Tarmizi Tarmizi

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