Pengaruh Variasi Tebal Terhadap Kekuatan Lentur Pada Balok Komposit Menggunakan Response 2000

Authors

  • Martyana Dwi Cahyati Universitas Muhammadiyah Yogyakarta

DOI:

https://doi.org/10.18196/st.v19i2.2371

Keywords:

beam, composite, steel-concrete, flexural strength, Response 2000

Abstract

The tensile strength is one of disadvantage for the concrete beam. Therefore, the development of an innovation in the structural elements of the beam by using the composite material of steel and concrete is necessary. The composite system is capable of resisting expected tensile so the load capacity and moment on the beam can be increased. This study examined the effect of variations in the thickness of the cross section of the IWF's profile on flexurral moment of the composite beam. The composite beam using IWF 150x75x5x7 with variations of thickness web are 8 mm, 10 mm and 12 mm and using simply supported. The analysis using Response 2000. The results obtained for the flexural moment capacity from the variations of thickness web 8 mm thick, 10 mm and 12 mm are given respectively 236.40 kN, kN 244.63 and 252.83 kN. The results have shown that the increasing of thickness variation on the profile web IWF will increase the capacity of the composite beam bending moment. In addition, the increasing of thickness web is also affected to the increasing of stiffness on beam.

References

Adityawarman,G.M. (2014). Perilaku Lentur Balok Castellated Modifikassi Dengan Pengaku Tulangan dan Komposit Mortar. Tesis. Program Pasca Sarjana Universitas Gadjah Mada, Yogyakarta.

Azwanda. (2014). Perilaku Lentur Balok Castellated Modifikasi Dengan Penyambung Profil Siku dan Perkuatan Tulangan Komposit Mortar. Tesis. Program Pasca Sarjana Universitas Gadjah Mada, Yogyakarta.

Badan Standar Nasional. (2002). SNI-0301729-2002 Tata Cara Perhitungan Struktural Baja Untuk Bangunan Gedung. Bandung.

Jensen. A, Chenoweth, H., H. (1983). Applied Strength of Materials, Fourth Edition. New York: Mc Graw-Hill Inc.

Morisco. (1998). Tabel Profil Konstruksi Baja. Yogyakarta: Kanisius.

Oliviera, A. T. C. R. (2012). Perilaku Lentur Balok Castellated Bentuk Lubang Segiempat dengan Tulangan dan Komosit Mortar. Tesis. Program Pasca Sarjana Universitas Gadjah Mada, Yogyakarta.

Timoshenko. (1985). Mechanics of Materials, Ledds: Wadsworth, Inc.

Downloads

Published

2016-11-30

How to Cite

Cahyati, M. D. (2016). Pengaruh Variasi Tebal Terhadap Kekuatan Lentur Pada Balok Komposit Menggunakan Response 2000. Semesta Teknika, 19(2), 157–164. https://doi.org/10.18196/st.v19i2.2371

Issue

Vol. 19 No. 2 (2016): NOVEMBER 2016

Section

Articles

License


Semesta Teknika is licensed under a Creative Commons Attribution 4.0 International License.

Authors who publish with this journal agree to the following terms:

  • Authors retain copyright 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.
  • 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.
  • Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).