STRUCTURAL DESIGN OF WHARF AND TRESTLE MUARA ANGKE FISHING PORT

• Main Author: Sufendy, Derick
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/74815
• Institution: Institut Teknologi Bandung

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.