DESIGN OF FOUNDATION TERMINAL BUS PURABAYA

<p align="justify">The design of the lower structure is an important aspect in the design of the building as a whole. The structure under the main waiting room of Purabaya Bus Terminal is designed using a group pole system. Design loads use a combination of Allowable Stress Design (A...

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Main Author: NANDA PERDANA - NIM : 15014077, RAHMADDIAN
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/30127
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:30127
spelling id-itb.:301272018-07-02T09:13:19ZDESIGN OF FOUNDATION TERMINAL BUS PURABAYA NANDA PERDANA - NIM : 15014077, RAHMADDIAN Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/30127 <p align="justify">The design of the lower structure is an important aspect in the design of the building as a whole. The structure under the main waiting room of Purabaya Bus Terminal is designed using a group pole system. Design loads use a combination of Allowable Stress Design (ASD) loads to determine the dimensions of the mast and Load Resistance Factor Design (LRFD) load combinations to design pile reinforcement. <br /> <br /> <br /> Overall detail planning in this final project will include interpretation of soil data, checking for liquefaction potentials, piling poles, pile group settlements, checking pole demolitions, and pile reinforcement. The result of this final project is technical drawing in the form of group pillar and drawing of pillar. From the bottom structure results, it was found that the designated pile group has strong load-bearing (ASD) structures above it, but there are some notes especially on the potential of the soil to experience liquefaction so that prevention is necessary.<p align="justify"> <br /> 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 <p align="justify">The design of the lower structure is an important aspect in the design of the building as a whole. The structure under the main waiting room of Purabaya Bus Terminal is designed using a group pole system. Design loads use a combination of Allowable Stress Design (ASD) loads to determine the dimensions of the mast and Load Resistance Factor Design (LRFD) load combinations to design pile reinforcement. <br /> <br /> <br /> Overall detail planning in this final project will include interpretation of soil data, checking for liquefaction potentials, piling poles, pile group settlements, checking pole demolitions, and pile reinforcement. The result of this final project is technical drawing in the form of group pillar and drawing of pillar. From the bottom structure results, it was found that the designated pile group has strong load-bearing (ASD) structures above it, but there are some notes especially on the potential of the soil to experience liquefaction so that prevention is necessary.<p align="justify"> <br />
format Final Project
author NANDA PERDANA - NIM : 15014077, RAHMADDIAN
spellingShingle NANDA PERDANA - NIM : 15014077, RAHMADDIAN
DESIGN OF FOUNDATION TERMINAL BUS PURABAYA
author_facet NANDA PERDANA - NIM : 15014077, RAHMADDIAN
author_sort NANDA PERDANA - NIM : 15014077, RAHMADDIAN
title DESIGN OF FOUNDATION TERMINAL BUS PURABAYA
title_short DESIGN OF FOUNDATION TERMINAL BUS PURABAYA
title_full DESIGN OF FOUNDATION TERMINAL BUS PURABAYA
title_fullStr DESIGN OF FOUNDATION TERMINAL BUS PURABAYA
title_full_unstemmed DESIGN OF FOUNDATION TERMINAL BUS PURABAYA
title_sort design of foundation terminal bus purabaya
url https://digilib.itb.ac.id/gdl/view/30127
_version_ 1821995645367484416