STRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO
<p align="justify">Indonesia's forest area reaches 67% of the total land area of Indonesia. So, forestry is one of the most important sectors to improving the country's economy, one of which is through the plywood processing industry. One of the provinces in Indonesia, Goro...
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id-itb.:308872018-09-26T15:01:44ZSTRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO Wahyu Sutrisno - NIM: 15514025, Serlina Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/30887 <p align="justify">Indonesia's forest area reaches 67% of the total land area of Indonesia. So, forestry is one of the most important sectors to improving the country's economy, one of which is through the plywood processing industry. One of the provinces in Indonesia, Gorontalo, has become one of the regions that has the potential to become the center of the plywood industry in Indonesia. Currently, there is a plywood processing wood industry in Gorontalo which is sheltered by PT Gorontalo Lestari Panel (PT GPL) in Tudi Bay, North Gorontalo District. To supporting these export activities, a container dock is planned in Tudi Bay, North Gorontalo District, Gorontalo Province with deck on pile structure. The planned dock consists of a wharf structure and a trestle. <br /> <br /> The scope of Final Project includes an explanation of planning design criteria, environmental data processing, load calculation on structures, determination of structural dimensions, structural modeling, structural reinforcement design and geotechnical analysis. <br /> <br /> Structural modeling is carried out using SAP2000 software to determine the reliability of the plan structure against the working load. The results of modeling are unity check ratio (UCR), structural deflection, force in beams and plates, and base reactions. The design is carried out by checking the UCR value must be between 0.8 and 1.0, structural deflection is below the permit limit and checking the value of the reinforcement ratio needed to determine the optimal cross-sectional area. <br /> <br /> The results includes the dimensions of the structure, dimensions of structural elements, details of reinforcement of structural elements and the depth of the piling plan which is able to withstand structural reactions based on available geotechnical data.<p align="justify"> <br /> text |
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<p align="justify">Indonesia's forest area reaches 67% of the total land area of Indonesia. So, forestry is one of the most important sectors to improving the country's economy, one of which is through the plywood processing industry. One of the provinces in Indonesia, Gorontalo, has become one of the regions that has the potential to become the center of the plywood industry in Indonesia. Currently, there is a plywood processing wood industry in Gorontalo which is sheltered by PT Gorontalo Lestari Panel (PT GPL) in Tudi Bay, North Gorontalo District. To supporting these export activities, a container dock is planned in Tudi Bay, North Gorontalo District, Gorontalo Province with deck on pile structure. The planned dock consists of a wharf structure and a trestle. <br />
<br />
The scope of Final Project includes an explanation of planning design criteria, environmental data processing, load calculation on structures, determination of structural dimensions, structural modeling, structural reinforcement design and geotechnical analysis. <br />
<br />
Structural modeling is carried out using SAP2000 software to determine the reliability of the plan structure against the working load. The results of modeling are unity check ratio (UCR), structural deflection, force in beams and plates, and base reactions. The design is carried out by checking the UCR value must be between 0.8 and 1.0, structural deflection is below the permit limit and checking the value of the reinforcement ratio needed to determine the optimal cross-sectional area. <br />
<br />
The results includes the dimensions of the structure, dimensions of structural elements, details of reinforcement of structural elements and the depth of the piling plan which is able to withstand structural reactions based on available geotechnical data.<p align="justify"> <br />
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format |
Final Project |
author |
Wahyu Sutrisno - NIM: 15514025, Serlina |
spellingShingle |
Wahyu Sutrisno - NIM: 15514025, Serlina STRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO |
author_facet |
Wahyu Sutrisno - NIM: 15514025, Serlina |
author_sort |
Wahyu Sutrisno - NIM: 15514025, Serlina |
title |
STRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO |
title_short |
STRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO |
title_full |
STRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO |
title_fullStr |
STRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO |
title_full_unstemmed |
STRUCTURE DESIGN OF CONTAINER TERMINAL FOR PLYWOOD INDUSTRY IN TUDI BAY, GORONTALO |
title_sort |
structure design of container terminal for plywood industry in tudi bay, gorontalo |
url |
https://digilib.itb.ac.id/gdl/view/30887 |
_version_ |
1823636751768354816 |