STUDI EKSPERIMENTAL KUAT LENTUR BAJA PROFIL I KOMPAK SIMETRIS GANDA BERDASARKAN RSNI 03-1729.1-201X
The danger of buckling and instability structures easily occurs on the steel beam structure, it will make the structure fails before it reaches the cross section ultimate capacity.In that case the strength of a beam is not only determined by cross-section ultimate capacity. The instability of the st...
Saved in:
Main Authors: | , Dicki Dian Purnama, , Akhmad Aminullah, ST, MT, Ph.D. |
---|---|
Format: | Theses and Dissertations NonPeerReviewed |
Published: |
[Yogyakarta] : Universitas Gadjah Mada
2014
|
Subjects: | |
Online Access: | https://repository.ugm.ac.id/133501/ http://etd.ugm.ac.id/index.php?mod=penelitian_detail&sub=PenelitianDetail&act=view&typ=html&buku_id=74179 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Universitas Gadjah Mada |
Similar Items
-
PEMBUATAN SOFTWARE PERANCANGAN DAN ANALISIS RANGKA BATANG BAJA BERDASARKAN PERATURAN RSNI 03-1729.1-201X
by: , DANIEL ADIPUTRA K, et al.
Published: (2014) -
PERANCANGAN STRUKTUR ATAS JEMBATAN KOMPOSIT BOX GIRDER BAJA BERDASARKAN PEMBEBANAN MENURUT AASHTO 2010 DAN RSNI T-02-2005
by: , JEFFRY DAUD BARRUNG, et al.
Published: (2014) -
Pengaruh variasi kemiringan lereng pada kuat geser dan kuat lentur fondasi umpak
by: , SUBIANTORO, et al.
Published: (1999) -
Pengaruh penggunaan serutan besi dengan metode Preplaced Concrete pada kuat tekan, kuat tarik dan kuat lentur beton
by: , HENDRA, et al.
Published: (2006) -
PERBANDINGAN KUAT TEKAN DAN KUAT LENTUR PADA PAVING BLOCK NORMAL DAN PAVING BLOCK CAMPURAN
by: , LUCKY SATYANEGARA, et al.
Published: (2014)