Penghitungan Beban Kritis pada Struktur Balok-Kolom Akibat Pembebanan Secara Aksial dan Lateral Berbasiskan Metode Beda Hingga
| Main Authors: | Satria, Eka; Jurusan Teknik Mesin Universitas Andalas, Kampus Limau Manis, Padang, 25133, Nusyirwan, N; Jurusan Teknik Mesin Universitas Andalas, Kampus Limau Manis, Padang, 25133, Yunifki, Deri; Jurusan Teknik Mesin Universitas Andalas, Kampus Limau Manis, Padang, 25133 |
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| Format: | Article info application/pdf eJournal |
| Bahasa: | eng |
| Terbitan: |
Department of Mechanical Engineering, Universitas Andalas
, 2017
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| Subjects: | |
| Online Access: |
http://metal.ft.unand.ac.id/index.php/metal/article/view/42 http://metal.ft.unand.ac.id/index.php/metal/article/view/42/14 |
Daftar Isi:
- This paper is aimed to determine the critical buckling load of the beam-column structures for practical applications. Firstly, the critical buckling loads is calculated numerically based on finite difference method. For geometrical modeling, the structures are supported in three types of supports; pinned-roller, fixed-free, and fixed-pinned. Then, a geometry of the beam is varied in variation of slenderness ratio. The load is given in types of uniform distribution load, q, laterally and a concentrated load, P, axially. Using a computational program, the relationships of P/q to slendernes ratio, l, for all models are determined. The results then are approached by regression technique of a least square method in order to find a the best fit of equation. This equation is recommended as a practical equation for determining the critical buckling of the beam-column structures under variation of types of supports, slenderness ratio and rasio P/q.