STRUCTURAL DESIGN CARGO BERTH IN KUDINGARENGLOMPO ISLAND, MAKASSAR, SOUTH SULAWESI

Kudingarenglompo Island is a small island located off the coast of Makassar, South Sulawesi. This island is approximately 18 km from the capital of South Sulawesi Province. Access to this island only uses sea routes so that it requires sea transportation to facilitate the mobilization of passenge...

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Bibliographic Details
Main Author: Miranti Khairunnisa, Sofie
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/71444
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Institution: Institut Teknologi Bandung
Language: Indonesia
Description
Summary:Kudingarenglompo Island is a small island located off the coast of Makassar, South Sulawesi. This island is approximately 18 km from the capital of South Sulawesi Province. Access to this island only uses sea routes so that it requires sea transportation to facilitate the mobilization of passengers, goods, and other needs. In supporting the needs of goods on Kudingarenglompo Island, it is necessary to build a cargo berth. In this final report, will discuss about Structural Design Cargo Berth in Kudingarenglompo Island, Makassar, South Sulawesi. The berth structure is desgined based on the applicable design criteria by considering the environmental conditions at the study site. This final report include the presentation and processing data, load calculation, dimensional design, structural modeling and analysis, structural reinforcement design, and calculation of soil capacity. Structural modelling is done using SAP2000 software to determine the reliability of the structure to the working load. The results of this modeling are unity check ratio (UCR) values, structural deflections, inner forces, and bearing reactions. UCR value examination is carried out as a reference for reliable and optimal structural design with values in the range of 0.5 to 1.0. The forces in structural elements of the SAP2000 output are used to design the reinforcement of structural elements and the bearing reactions are used to determine the depth of pile driving. The results of this final project include the design of the berth and trestle which include the structural dimensions and dimensions of structural elements, the details of reinforcement based on the internal forces, and the required depth in the erection of piles which can withstand structural reactions based on geotechnical data.