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All Journal Jurnal Ilmiah Bering's
Ali Okta Akbar
Sekolah Tinggi Teknologi Pagar Alam
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology Transportation

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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

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (707.181 KB) | DOI: 10.36050/berings.v4i02.151

Abstract

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 ').
ANALISIS PENGARUH PENYEMPITAN JALUR JALAN TERHADAP KARAKTERISTIK ARUS LALU LINTAS (STUDIKASUS : Jembatan Ayek Betung Jl. Kapten Sanap Kota Pagar Alam) m. Gery perliansya; Dyan Pratnamas; Ali Okta Akbar
JURNAL ILMIAH BERING'S Vol 6 No 02 (2019): Jurnal Ilmiah Bering's
Publisher : LPPM Sekolah Tinggi Teknologi Pagar Alam

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (737.85 KB) | DOI: 10.36050/berings.v6i02.196

Abstract

On several roads in the city of Pagar Alam the road narrowing occurred. In particular, on Bridges often cause problems such as congestion, queues, and delays, it is necessary to know the behavior of traffic flow characteristics such as Volume, Speed, and Density. The primary data survey on the Ayek Bridge section of Jalan Kapten Sanap, Pagar Alam City, was carried out for two Sundays and Mondays with the Manual Count method. Data analysis was based on the 1997 Indonesian Road Capacity Manual (MKJI) using Microsoft Excel software. As for the results of the study obtained the traffic volume for road type 4/2 D (before narrowing) road capacity of 5,643 pcu / hour perlajur, with a value of degree of saturation of 0,15 and service level Type A. Road type 2/2 UD (narrowing) road capacity of 2375 pcu / hour perlajur, with a value of Saturation 0.38 and Service Level Type A, 4/2 UD type road (After Refinement) road capacity of 5130 pcu / hour of service, with a value of 0.20 saturation and level Type A service. The biggest shock wave is obtained on Monday at 07.00-08.00 WIB which is -119.18 km / hour. Negative value is a backward forming shock wave, a backward shock wave occurs towards the arrival of the vehicle. The term 'retreat' means that with time, the shock wave will move backward (upstream or in the direction opposite to the traffic perger). The term 'formed' means that with time, congestion will increase upstream.
Co-Authors Dyan Pratnamas m. Gery perliansya M.Sang Gumilar Tarmizi Tarmizi