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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Main Authors: , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE, , Prof. Ir. Iman Satyarno, M.E, Ph.D
Format: Thesis
Published: [Yogyakarta] : Universitas Gadjah Mada 2013
Subjects:
ETD
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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
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institution Universiti Gadjah Mada
last_indexed 2024-03-13T22:46:59Z
publishDate 2013
publisher [Yogyakarta] : Universitas Gadjah Mada
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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
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