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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Bibliographic Details
Main Authors: , ANTONIA TALODACI CORTE REAL DE OLIVEIRA HENRIQUE, , Prof. Ir. Iman Satyarno, M.E, Ph.D
Format: Theses and Dissertations NonPeerReviewed
Published: [Yogyakarta] : Universitas Gadjah Mada 2013
Subjects:
ETD
Online Access:https://repository.ugm.ac.id/118562/
http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=58537
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Institution: Universitas Gadjah Mada