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Hutubessy, Vector R. R
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PERENCANAAN DINDING PENAHAN BADAN JALAN TIPE GRAVITASI STUDI KASUS : PENINGKATAN JALAN HARUKU-OMA RUAS JALAN ABORU-HARUKU Yusuf, Densya; Hutubessy, Vector R. R; Soumokil, Musper David
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.2082

Abstract

The condition of the road in Haruku Village experienced a landslide on the road to Oma Village which was 15 meters long and the landslide depth was 5 meters. The retaining wall on the road body is a construction structure built to stabilize the pressure on the road body and certain soil conditions. In general, retaining walls are used in natural slope areas and artificial slope areas as well as areas that are prone to landslides. The aim of this planning is to obtain the distribution of lateral pressure that works and the stability of the road body retaining walls that are safe against shear forces, overturning forces and collapse in the bearing capacity of the road body in Haruku Village, Haruku Island District, Central Maluku Regency. The methods used are the Rankine method regarding active earth pressure and passive earth pressure on road retaining walls and the Terzaghi method regarding soil bearing capacity. The results of the calculation of the lateral pressure distribution acting on the retaining walls of the Haruku Village road are the active earth pressure distribution value, namely the flat active soil coefficient value for flat soil (Ka), namely 0.33, the active soil pressure value for non-cohesive soil (Pa), namely 81.72 kN and the value The passive earth pressure coefficient for flat soil (Kp) is 3. The passive earth pressure coefficient for non-cohesive soil (Pp) is 42.36 kN. From the results of the safety factor calculation, the value of wall stability against shear is 2.80>1.5 (Safe), the wall stability value against overturning is 2.70>1.5 (Safe) and the safety factor against collapse of the bearing capacity is 15.67> 3 (Safe).
TINJAUAN KEBUTUHAN DAN DISTRIBUSI AIR BERSIH DI AIR BESAR (ARBES) DESA BATU MERAH Natsir, Annisa Artika Diva; Lilipory, Isak; Hutubessy, Vector R. R
Journal Agregate Vol. 3 No. 1 (2024): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v3i1.2567

Abstract

Clean water is a source of life for every living creature, including humans who need drinking water and daily necessities. The aim of this final assignment is to determine the need for clean water for the community in Batu Merah Village, RT 004/ RW 017. Furthermore, to determine the capacity of water needs for the community at this time to find out the predicted increase in the population of RT 004 / RW 017 Air Besar Batu Merah Village and how much The RAB is large for community needs for the next 5 years (2023-2027). The data analysis technique used in this writing is a quantitative analysis method/technique, where the data needs to be calculated using mathematical calculations in Microsoft Excel software. The results of the analysis show that the water demand in Batu Merah Village RT.004/Rw 017, based on the analysis results obtained, is 164.64 m³/day. Meanwhile, the reservoir capacity is not able to accommodate water needs so the water is not enough for the needs of the people of RT 004/ RW 017 Air Besar Batu Merah Village. Water flow is carried out 24 hours per day, because the required discharge based on the calculation results is insufficient for the RT 004/ RW 017 Air Besar Batu Merah Village area. From the calculation results of the discharge requirement: 113.94 m3/day and the population for the next 5 years is: 1002 people with water requirements of: 135.27 m3/day, then the clean water requirement for RT 004/RW 017 is not sufficient for the next 5 years.
Perhitungan Struktur Aman terhadap Gempa Gedung Hotel Nunusaku di wilayah Kota Ambon Pesung, Yulius Sovian; Hutubessy, Vector R. R; Roberth, Herry Henry
KOLONI Vol. 4 No. 1 (2025): MARET 2025
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/koloni.v4i1.713

Abstract

The writing of this final project aims to obtain the strength of the building structure that is safe against earthquakes, with a large magnitude force. Based on the title "Calculation of Safe Structures Against Earthquakes, Nunusaku Hotel Building in the Ambon City Area" which aims to ensure that the building can survive and remain intact in the event of an earthquake. The author himself made a building plan with the help of SAP2000v.21 structural analysis software. By using SNI 1726-2019 and SNI 1727-2020. Based on the results of the structural analysis, the column dimensions are 450 mm x 450 mm and the beams of X Direction (300 mm x 600 mm) and Y Direction (200 mm x 400 mm) for Floors 1-4. And for the detection of all loads based on the function of the hotel building that is based on the applicable SNI based on the internal forces obtained from SAP2000v.21, then for the beam reinforcement obtained on the 1st floor: X →(161,204kNm) Pedestal 8D16/4D16, (232,467) Field 5D16/3D16, Y→(32,133kNm) 3D16/2D16 (60,694kNm) Field 3D16/2D16, Floor 2: X→( 159,7445kNm) Pedestal 8D16/4D16 (227,288kNm) Field 5D16/3D16, → Y(32,152kNm) focus 3D16/2D16 (58,696kNm) 3D16/2D16 field, 3rd Floor: X→(160,956kNm) 4D16/2D16 (209,775kNm) 5D16/3D16 field, Y→(32,261kNm) 3D16/216 (58,455kNm) 3D16/2D16 field, 4th Floor: X→(102,475kNm) 4D16/2D16 platform, (105.51kNm) 4D16/2D16 field, Y→(14,2907kNm) 2D16/2D16 platform, (30,289kNm) 2D16/2D16 field, 3D16/2D16 child beam for each floor. And for the column, it is able to withstand the axial force of sebsar (1627.469kN) and Moment (117.7022kNm) of 3D19 reinforcement for each floor.
Co-Authors Lilipory, Isak Natsir, Annisa Artika Diva Pesung, Yulius Sovian Roberth, Herry Henry soumokil, Musper David Yusuf, Densya