Analisa Kekuatan Tahanan Lateral Sambungan Kayu-Beton

Authors

  • Efa Suriani Universitas Islam Negeri Sunan Ampel Surabaya

Keywords:

EYM, tahanan lateral, sekrup kunci, kayu, beton

Abstract

Perkiraan kekuatan tahanan lateral pada sambungan kayu beton menggunakan alat sambung Lag-screw atau sekrup kunci akibat beban lateral sangat diperlukan dalam desain konstruksi sambungan. Hal tersebut diperlukan agar diketahui perilaku sambungan sehingga kegagalan sambungan dapat diprediksi. Dalam penelitian ini untuk mengetahui kekuatan tahanan lateral dilakukan pengujian geser sambungan dengan pembebanan monotonik dan model analisa mengadopsi dari model EYM (European Yield Model). Kayu yang digunakan: Toona sureni (berat jenis 0,45), Swietenia mahagoni (berat jenis 0,51) dan Artocarpus heterophyllus (berat jenis 0,54) dan mutu beton aktual 15,93 MPa. Sekrup kunci dipakai diameter 8 mm (panjang 130 mm), ring penutup diameter 22,8 mm, dan fischer S14. Hasil penelitian menunjukkan persentase tahanan lateral (metode 5% offset) antara prediksi dengan eksperimen adalah 36,40% sampai 48,15%. Hasil ini memperlihatkan tahanan lateral prediksi dengan persamaan tahanan lateral EYM cukup mendekati dari hasil tes.

Downloads

Download data is not yet available.

Author Biography

Efa Suriani, Universitas Islam Negeri Sunan Ampel Surabaya

   

References

Awaludin, A., 2005, Dasar-dasar Perencanaan Sambungan Kayu (Mengacu pada SNI-5, 2002). Biro Penerbit KMTS FT UGM, Yogyakarta.

Awaludin, A., Hirai, T., Hayashikawa, T., Sasaki, Y. (2010), “Loading Resistance of Bolted Timber Joints Beyond Their Yield-Load”, Proceedings of the 2nd ASEAN Civil Engineering Conference, 11-12 March 2010, Vientiane, LA.

NDS, 1997. Technical Report 12, General Dowel Equations for Calculating Lateral Connection Values.

Pranata, Y. A., 2011, “Flexural Behaviour of Indonesian Timber Bolt-Laminated Beams”, Disertasi, Program Doktor Ilmu Teknik Sipil Program Pascasarjana Universitas Katolik Parahyangan.

Sudarsana, I. K., 2005, “Investigation of Withdrawal resistance of Lag Screws from Bangkirays Woods”, Jurnal Ilmiah Teknik Sipil, Vol.9, No. 1.

Downloads

Published

2015-11-24

How to Cite

Suriani, E. (2015). Analisa Kekuatan Tahanan Lateral Sambungan Kayu-Beton. EMARA: Indonesian Journal of Architecture, 1(1), 24–31. Retrieved from https://jurnalsaintek.uinsby.ac.id/index.php/EIJA/article/view/4

Issue

Vol. 1 No. 1 (2015): EIJA | August ~ October 2015 Edition

Section

Research

Categories

License

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution ShareAlike License that allows others to share the work with an acknowledgment 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 acknowledgment of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories, pre-print sites, or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater dissemination of published work.