STRUCTURAL DESIGN OF PASSENGER TERMINAL H.A.S HANANDJOEDDIN TANJUNGPANDAN AIRPORT, BELITUNG

• Main Author: KHANZA (NIM : 15014110), MIRARA
• Format: Final Project
• Language: Indonesia
• Online Access: https://digilib.itb.ac.id/gdl/view/28937
• Institution: Institut Teknologi Bandung

<p align="justify">Bangka-Belitung is an archipelago emerging from the aspect of tourism and transportion. The main focus is on air transportation because it is the most effective and efficient mode of transportation for Indonesia as an archipelago country. In Bangka-Belitung, there are 2 airports namely Depati Amir Airport on Bangka Island and H.A.S Hanandjoeddin Airport on Belitung Island. According to Suparno, Head of the Technical Implementation Unit at Hanandjoeddin Airport, the tourism potential in the maritime field Belitung which is better than in the Bangka requires the proper construction of airport. In order to produce an effective, efficient and effective implementation of construction activities, proper planning is needed. Airport planning consists of landside and airside. Landside itself consists of a passenger terminal and cargo terminal. <br /> <br /> This final project discusses the planning of passenger terminal, which will focus on the strength of the structure. However, passenger terminal not only have to be strong, but also have to provide comfort aspects for existing aircraft passengers. The aim of this final project is to make a modeling of passenger terminal steel structures, to know the response of the building structure, and to plan composite columns, steel elements and their connections. In the modeling and designing, SNI 1726: 2012 will be used as a reference for designing earthquake resistant buildings, because after all Indonesia is in a "ring of fire" circle that often occurs in earthquakes. For gravity loading, reference to SNI 1727: 2013 is used. <br /> <br /> The model will be designed using SAP2000 software, thus will be checked the response of the structure that refers to SNI 1726: 2012. After checking all earthquake design criterias, the design and detailing of the plate structure, beam, column, roof, connection and tie beam components are carried out. Plates and tie beams used are reinforced concrete elements, beams and roof components are steel elements, and columns are composite concrete elements. Detailing of reinforcement on structural elements will be carried out manually which refers to SNI 2847: 2013. As for the detailing of steel elements, bolt, and weld joints will refer to SNI 1729: 2015. Detailed images become the final result of each design and detailing that is carried out.<p align="justify">