PERILAKU LENTUR BALOK CASTELLATED BENTUK LUBANG SEGI EMPAT DENGAN TULANGAN DAN KOMPOSIT MORTAR
The beam section of I Wide Flange (IWF) as the structure to retain the flexural load is expected to be capable of bearing the perpendicular load working on its longitudinal axis. The castellated beam is the modification result of IWF profile with various shapes of opening in the web and it is carrie...
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Format: | Thesis |
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[Yogyakarta] : Universitas Gadjah Mada
2013
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author | , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE , Prof. Ir. Iman Satyarno, M.E, Ph.D |
author_facet | , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE , Prof. Ir. Iman Satyarno, M.E, Ph.D |
author_sort | , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE |
collection | UGM |
description | The beam section of I Wide Flange (IWF) as the structure to retain the
flexural load is expected to be capable of bearing the perpendicular load working
on its longitudinal axis. The castellated beam is the modification result of IWF
profile with various shapes of opening in the web and it is carried out by
increasing the height of the IWF profile section which can also increase more
flexural capacity more than the IWF profile with standard size without selecting
larger profile size. Castellated beam as the continuous beam, commonly, when
positive moment is much lesser than the negative, the profile shape is similar
along the span |
first_indexed | 2024-03-13T22:46:59Z |
format | Thesis |
id | oai:generic.eprints.org:118562 |
institution | Universiti Gadjah Mada |
last_indexed | 2024-03-13T22:46:59Z |
publishDate | 2013 |
publisher | [Yogyakarta] : Universitas Gadjah Mada |
record_format | dspace |
spelling | oai:generic.eprints.org:1185622016-03-04T08:23:34Z https://repository.ugm.ac.id/118562/ PERILAKU LENTUR BALOK CASTELLATED BENTUK LUBANG SEGI EMPAT DENGAN TULANGAN DAN KOMPOSIT MORTAR , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE , Prof. Ir. Iman Satyarno, M.E, Ph.D ETD The beam section of I Wide Flange (IWF) as the structure to retain the flexural load is expected to be capable of bearing the perpendicular load working on its longitudinal axis. The castellated beam is the modification result of IWF profile with various shapes of opening in the web and it is carried out by increasing the height of the IWF profile section which can also increase more flexural capacity more than the IWF profile with standard size without selecting larger profile size. Castellated beam as the continuous beam, commonly, when positive moment is much lesser than the negative, the profile shape is similar along the span [Yogyakarta] : Universitas Gadjah Mada 2013 Thesis NonPeerReviewed , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE and , Prof. Ir. Iman Satyarno, M.E, Ph.D (2013) PERILAKU LENTUR BALOK CASTELLATED BENTUK LUBANG SEGI EMPAT DENGAN TULANGAN DAN KOMPOSIT MORTAR. UNSPECIFIED thesis, UNSPECIFIED. http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=58537 |
spellingShingle | ETD , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE , Prof. Ir. Iman Satyarno, M.E, Ph.D PERILAKU LENTUR BALOK CASTELLATED BENTUK LUBANG SEGI EMPAT DENGAN TULANGAN DAN KOMPOSIT MORTAR |
title | PERILAKU LENTUR BALOK CASTELLATED BENTUK
LUBANG SEGI EMPAT DENGAN TULANGAN DAN
KOMPOSIT MORTAR |
title_full | PERILAKU LENTUR BALOK CASTELLATED BENTUK
LUBANG SEGI EMPAT DENGAN TULANGAN DAN
KOMPOSIT MORTAR |
title_fullStr | PERILAKU LENTUR BALOK CASTELLATED BENTUK
LUBANG SEGI EMPAT DENGAN TULANGAN DAN
KOMPOSIT MORTAR |
title_full_unstemmed | PERILAKU LENTUR BALOK CASTELLATED BENTUK
LUBANG SEGI EMPAT DENGAN TULANGAN DAN
KOMPOSIT MORTAR |
title_short | PERILAKU LENTUR BALOK CASTELLATED BENTUK
LUBANG SEGI EMPAT DENGAN TULANGAN DAN
KOMPOSIT MORTAR |
title_sort | perilaku lentur balok castellated bentuk lubang segi empat dengan tulangan dan komposit mortar |
topic | ETD |
work_keys_str_mv | AT antoniatalodacicorterealdeoliveirahenrique perilakulenturbalokcastellatedbentuklubangsegiempatdengantulangandankompositmortar AT profirimansatyarnomephd perilakulenturbalokcastellatedbentuklubangsegiempatdengantulangandankompositmortar |