STUDI EKSPERIMENTAL KERUNTUHAN RANGKA KUDA-KUDA BAJA RINGAN PADA ATAP RUMAH DAN SEKOLAH

Adityo Budi Utomo, Iman Satyarno, Muslikh Muslikh

Abstract


Increasingly expensive price of quality woods and difficulties of workmanship, it makes people switch from wood to lightweight steel as a roof truss. The use of lightweight steel as truss becomes popular because of the fast workmanship dan durability of the material. Many cases show that lightweight steel truss at school and house collapsed and caused a fatality. This lightweight steel truss study was carried out on a full scale with a span of 6 m and a slope of 300, while the loading test pattern at the placement points of battens was like truss in the community. The goals of this study to measure and observe several parameters including weight, maximum capacity, stiffness, ductility, price, length of work, and failure pattern. From testing, the result shows that lightweight steel truss has dead weight, maximum capacity, stiffness value, ductility value, price, working time, and failure pattern respectively of 21,3 kg,734 kg, 91,18 kg/mm, 2,97, Rp 1.740.000, 2 days, and failure pattern is buckling on the diagonal top chord. The result of this research indicates that lightweight steel truss can be used in the community with the limitation of using metal roof coverings instead of concrete or ceramic and the distance between the truss max 1,2 m.

Keywords


house; lightweight steel; roof; truss

Full Text:

PDF

References


Badan Standarisasi Nasional, 2002, SNI 07-2052-2002 Baja Tulangan Beton, Jakarta, BSN.

Badan Standarisasi Nasional, 2002, SNI 03-1729-2002 Tatacara Perencanaan Struktur Baja Untuk Bangunan Gedung, Jakarta, BSN.

Badan Standarisasi Nasional, 1987, SNI 17.29.1987 (SKBI-1.3.53.1987) Tatacara Perencanaan Pembebanan Untuk Rumah Dan Gedung, Jakarta, BSN.

Badan Standarisasi Nasional, 2002, SNI 03-2478-2002 Tatacara Perencanaan Struktur Beton Untuk Bangunan Gedung, Jakarta, BSN.

Badan Standarisasi Nasional, 1991, SNI 07-2529-1991 Metode Pengujian Kuat Tarik Baja Beton, Jakarta, BSN

Basukito, R. S, 2010, Stabilitas Kuda-Kuda Baja Ringan Startruss Type C (Studi Kasus : Pengujian Kuda-Kuda Baja Ringan Bentang 6m),Yogyakarta, Universitas Gadjah Mada.

Departemen Pekerjaan Umum, 2006, Pedoman Teknis Rumah dan Bangunan Gedung Tahan Gempa, Jakarta, Departemen Pekerjaan Umum.

Frick, H. dan Moerdiartianto., 2002, Ilmu Konstruksi Bangunan Kayu, Yogyakarta, Kanisius.

Gere, J. Dan Timoshenko, S.,1997, Mechanic of Material, Fourth Edition, Jakarta, Erlangga.

Marin, J., 1956, Engineering Materials, Their Mechanical Properties and Application, Englewood Cliff, N.Y, Prentice Hall Inc.

Park, R., 1989, Evaluation of Ductility of Structures And Structural Assemblages From Laboratory Testing, Bulletin of the New Zealand National Society for Earthquake Engineering, Vol. 22 No. 3, Sepetember 1989, New Zealand, University of Canterbury.

Putra, A.J., 2011, Optimasi Kuda-Kuda Baja Ringan Sudut 300dengan Penutup Atap Genteng Beton , Yogyakarta, Universitas Gadjah Mada.

Rohman, R.K. dan Martana., 2011, Perbandingan Harga Pengunaan Konstruksi Kayu Dan Baja Ringan Sebagai Konstruksi Rangka Atap Pada Bangunan Sederhana, Jurnal Agri-tek volume 12 no. 2 September 2011, Madiun, Universitas Merdeka Madiun.

Utomo, Adityo, 2014, Pengembangan Rangka Kuda-Kuda dengan Baja Tulangan Beton, Tesis, Yogyakarta, Universitas Gadjah Mada

Utomo, Adityo, dkk, 2016, Pengembangan Rangka Kuda-uda Berbasis Semen, Jakarta, PT Indocement Tunggal Prakarsa

Yamali, F. R..2010, Pengaruh Sudut Kemiringan Kuda-Kuda Rangka Baja Terhadap Dimensi Dan Gaya Batang, Yogyakarta, Universitas Gadjah Mada.

Yap, F., 2001, Konstruksi Kayu. Bandung, Bima Cipta.

Yayasan Lembaga Penyelidikan Masalah Bangunan, 1984, Peraturan Perencanaan Bangunan Baja Indonesia (PPBBI). Bandung, Direktorat Penyelidikan Masalah Bangunan.




DOI: http://dx.doi.org/10.32497/wahanats.v25i2.2159

Refbacks

  • There are currently no refbacks.


ABOUT JOURNAL

 POLICIES

SUBMISSION

 PEOPLE


OFFICE INFORMATION

 Publisher : Jurusan Teknik Sipil, Politeknik Negeri Semarang  wahanasipil@polines.ac.id, jurnalwahana@gmail.com https://jurnal.polines.ac.id/index.php/wahana
 Department of Civil Engineering, Politeknik Negeri Semarang (State Polytechnic of Semarang) Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275  +62 24 7473417 Ext. 212 For Journal Subscription

Creative Commons License
Wahana TEKNIK SIPIL: Jurnal Pengembangan Teknik Sipil (p-ISSN : 0853-8727 | e-ISSN : 2527-4333) is published by Politeknik Negeri Semarang under Creative Commons Attribution 4.0 International License.