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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