PERILAKU GESER BALOK CASTELLATED MODIFIKASI DENGAN PENYAMBUNG PROFIL SIKU DAN KOMPOSIT MORTAR
Applications with a composite structure model of steel beams WF profiles encased with concrete always have met, however, the use of methods other than cross-sectional capacity is also accompanied by an increase in weight of the material. One alternative to deal with is the use of castellated beams m...
محفوظ في:
| المؤلفون الرئيسيون: | , |
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| التنسيق: | Theses and Dissertations NonPeerReviewed |
| منشور في: |
[Yogyakarta] : Universitas Gadjah Mada
2014
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| الموضوعات: | |
| الوصول للمادة أونلاين: | https://repository.ugm.ac.id/128109/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=68440 |
| الوسوم: |
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| الملخص: | Applications with a composite structure model of steel beams WF profiles
encased with concrete always have met, however, the use of methods other than
cross-sectional capacity is also accompanied by an increase in weight of the
material. One alternative to deal with is the use of castellated beams modification
has advantages in terms of increased moment capacity, as well as to overcome the
problems posed in the form of castellated beam such as web buckling and
reduction in shear capacity.
This study aims to know about shear behavior of castellated beam
stiffnessed by angle shapes encased with mortar. The tests carried out on 1 piece
beam, castellated beam stiffnessed by angle shapes encased with mortar.
Installation of profile stiffener by welding methods. Mix design mortar used is the
weight ratio of 1:1.5 |
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