ANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP )

This thesis is an analysis study of stresses on arch bridge structure for circumferential or radial direction. The analyzed stresses are function of an arch radius, hence ease in detecting stress that occurred on the section along the arch structure. The Analysis is focused on arch beam section rati...

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Main Author: Jaya Putra, Eddy
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/3134
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:3134
spelling id-itb.:31342005-05-04T13:02:11ZANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP ) Jaya Putra, Eddy Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/3134 This thesis is an analysis study of stresses on arch bridge structure for circumferential or radial direction. The analyzed stresses are function of an arch radius, hence ease in detecting stress that occurred on the section along the arch structure. The Analysis is focused on arch beam section ratio that gives proportional stress. Besides, an analysis on how far the influence of concrete quality (re) variation has been carried out to section ratio. In this case, the variation of concrete quality should consider the construction possibility on field that has to be carried out manually without using ready mix concrete. The result of internal forces analysis shows that the arch beam structure is a compression dominated structure. And also along the structure, the stresses are dominates by those of circumferential direction. 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 This thesis is an analysis study of stresses on arch bridge structure for circumferential or radial direction. The analyzed stresses are function of an arch radius, hence ease in detecting stress that occurred on the section along the arch structure. The Analysis is focused on arch beam section ratio that gives proportional stress. Besides, an analysis on how far the influence of concrete quality (re) variation has been carried out to section ratio. In this case, the variation of concrete quality should consider the construction possibility on field that has to be carried out manually without using ready mix concrete. The result of internal forces analysis shows that the arch beam structure is a compression dominated structure. And also along the structure, the stresses are dominates by those of circumferential direction.
format Theses
author Jaya Putra, Eddy
spellingShingle Jaya Putra, Eddy
ANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP )
author_facet Jaya Putra, Eddy
author_sort Jaya Putra, Eddy
title ANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP )
title_short ANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP )
title_full ANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP )
title_fullStr ANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP )
title_full_unstemmed ANALISIS TEGANGAN CIRCUMFERENSIAL DAN RADIAL BALOK PADA JEMBATAN PELENGKUNG ( STUDI KASUS JEMBATAN S.PANGKEP )
title_sort analisis tegangan circumferensial dan radial balok pada jembatan pelengkung ( studi kasus jembatan s.pangkep )
url https://digilib.itb.ac.id/gdl/view/3134
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