ALTERNATIF PEMAKAIAN STRUKTUR GABLE FRAME DENGAN MENGGUNAKAN BETON PRATEKAN PRACETAK

Authors

  • Prasetio Sudjarwo Faculty of Civil Engineering and Planning, Petra Christian University

:

https://doi.org/10.9744/ced.3.2.pp.%2075-79

Keywords:

precast prestressed concrete, gable frame.

Abstract

An alternative to a gable frame structural material is structural concrete, but the main problem is the big self-weight of concrete especially for a long span gable frame. Prestressed concrete that can resist bigger moment using smaller section can be used to overcome the self-weight problem. Other benefit of using prestressed concrete is its corrosion resistance and low maintenance cost. In this study 11 gable frames designed using steel are compared with the ones using precast prestressed concrete. The cost comparison shows that the precast prestressed concrete gable frames are cheaper than the steel gable frame. The advantage of precast prestressed concrete gable frame mainly comes from the cheap concrete material.
Abstract in Bahasa Indonesia :
Sebagai alternatif stuktur gable frame dapat dibuat dari beton struktural, tetapi masalah utama yang dihadapi adalah berat sendiri beton yang besar terutama untuk bentang yang besar. Pemakaian beton pratekan, yang mampu memikul momen yang lebih besar dengan penampang yang lebih kecil dapat mengatasi hal ini. Keuntungan lain dari beton adalah ketahanan terhadap korosi dan upah pemeliharaan yang rendah. Makalah ini membandingkan 11 buah struktur gable frame yang direncanakan dengan menggunakan baja dengan beton pratekan pracetak. Perbandingan harga yang dilakukan membuktikan bahwa struktur gable frame beton pratekan pracetak lebih ekonomis dibandingkan dengan struktur gable frame baja. Keuntungan yang didapatkan dari penggunaan beton pratekan pracetak adalah harga material beton yang jauh lebih murah dari baja.

Downloads

Published

2004-06-02

How to Cite

Sudjarwo, P. (2004). ALTERNATIF PEMAKAIAN STRUKTUR GABLE FRAME DENGAN MENGGUNAKAN BETON PRATEKAN PRACETAK. Civil Engineering Dimension, 3(2), pp. 75-79. https://doi.org/10.9744/ced.3.2.pp. 75-79

Issue

Vol. 3 No. 2 (2001): SEPTEMBER 2001

Section

Articles

License

Authors who publish with this journal agree to the following terms:
  1. Authors retain the copyright and publishing right, and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) followingthe publication of the article, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).