STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT

Muara Angke Fishing Port located in Pluit, North Jakarta, plays an important role in supporting inter-island commodity distribution activities. As an archipelago fishing port, this port serves loading and unloading fish vessels with a size variation of 30 GT - 131 GT. In order to maintain smooth loa...

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Main Author: Sufendy, Derick
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/74815
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:74815
spelling id-itb.:748152023-07-24T09:36:44ZSTRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT Sufendy, Derick Indonesia Final Project port, pier, trestle, reinforce concrete, steel pipe INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/74815 Muara Angke Fishing Port located in Pluit, North Jakarta, plays an important role in supporting inter-island commodity distribution activities. As an archipelago fishing port, this port serves loading and unloading fish vessels with a size variation of 30 GT - 131 GT. In order to maintain smooth loading and unloading activities, it is necessary to design pier and trestle structures that are resistant to earthquake forces, currents, and waves. The design criteria used include study site map data, hydro-oseanographic data, soil data, and ship data. In this final project, the structural elements of the pier and trestle are designed based on the provisions of SNI 1725-2016, SNI 1726-2019, and SNI 2847-2019. The behavior of the structural components is analyzed using the LFRD method. Frame elements on the pier and trestle use reinforced concrete material with steel pile foundations. The determination of the type of loading acting on the structural design will refer to the OCDI, BS 6349, and ASCE 61-14 standards. Structural modeling is carried out using SAP2000 software. Based on the design results, the pier structure has a total length of 202 m, a width of 15 m, a water depth of -3.36 m from LWS, and a pier deck elevation of +2 m from LWS. In order to facilitate access to the pier, two trestles with a length of 40 m and a width of 6 m were designed. As supporting facilities for the pier, AN500 arch fender type and single-bit bollard with a capacity of 10 tons are used. The reinforcement design of structural elements consists of 1 type of pile cap, 2 types of beams, and 1 type of plate. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Muara Angke Fishing Port located in Pluit, North Jakarta, plays an important role in supporting inter-island commodity distribution activities. As an archipelago fishing port, this port serves loading and unloading fish vessels with a size variation of 30 GT - 131 GT. In order to maintain smooth loading and unloading activities, it is necessary to design pier and trestle structures that are resistant to earthquake forces, currents, and waves. The design criteria used include study site map data, hydro-oseanographic data, soil data, and ship data. In this final project, the structural elements of the pier and trestle are designed based on the provisions of SNI 1725-2016, SNI 1726-2019, and SNI 2847-2019. The behavior of the structural components is analyzed using the LFRD method. Frame elements on the pier and trestle use reinforced concrete material with steel pile foundations. The determination of the type of loading acting on the structural design will refer to the OCDI, BS 6349, and ASCE 61-14 standards. Structural modeling is carried out using SAP2000 software. Based on the design results, the pier structure has a total length of 202 m, a width of 15 m, a water depth of -3.36 m from LWS, and a pier deck elevation of +2 m from LWS. In order to facilitate access to the pier, two trestles with a length of 40 m and a width of 6 m were designed. As supporting facilities for the pier, AN500 arch fender type and single-bit bollard with a capacity of 10 tons are used. The reinforcement design of structural elements consists of 1 type of pile cap, 2 types of beams, and 1 type of plate.
format Final Project
author Sufendy, Derick
spellingShingle Sufendy, Derick
STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT
author_facet Sufendy, Derick
author_sort Sufendy, Derick
title STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT
title_short STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT
title_full STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT
title_fullStr STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT
title_full_unstemmed STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT
title_sort structural design of wharf and trestle muara angke fishing port
url https://digilib.itb.ac.id/gdl/view/74815
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