PERBANDINGAN KUDA-KUDA CASTELLATED BEAM DENGAN BUKAAN HEXAGONAL DAN CIRCULAR TUGAS AKHIR

Article Sidebar

View PDF
Published: Aug 16, 2019
Keywords:
horses steel, WF profile, castellated beam, hexagonal and circlar openings

Main Article Content

Rizka Rizka
Politeknik Negeri Balikpapan

Abstract

Construction of the roof is one of the components that require best laid plans. The use of material for the element steel skeletal structure the roof could be one alternative where steel material in itself is one of the materials that have good strength.


Order horses steel used steel span was or of 16 m with using a WF profile and castellated beam profile with openings the hexagonal angels opening 30° and 60° and circular opening with a diameter of 155 mm.


From the result of obtained gording 250.175.7.11 dimension, castellated beam to openings the hexagonal 305.122.7.11 and openings 293.4.122.7.11, circular.  With lagere nominal moment angles cut 30°: 984259940 N.mm and the corner the cut 60°: 867833946 N.mm, to openings circular 891220792 N.mm. sliding nominal openings the hexagonal with an angel cut 30°: 4472.30 kg, angel cut 60°: 6900,91 kg, and openings circular diameter 155 mm: 3724,33 kg.  and deflection to castellated beam to openings hexagonal 4,07 cm and circular openings 9,47 cm.


 Downloads Statistics

Download data is not yet available.

Article Details

 How to Cite
[1]
R. Rizka, “PERBANDINGAN KUDA-KUDA CASTELLATED BEAM DENGAN BUKAAN HEXAGONAL DAN CIRCULAR”, JUTATEKS, vol. 3, no. 1, pp. 116 - 125, Aug. 2019.
 Issue
Vol 3 No 1 (2019): Juli 2019
 Section
Articles

References

Firdaus, Achmad. (2015), Analisis Struktur Rangka Baja Dengan Mengunakan Profil WF dan Catellated beam pada gedung olahraga. Tugas Akhir Politeknik Negeri Balikpapan.
Direktorat Penyelidikan Masalah Bangunan, (1983). Peraturan Perencanaan Bangunan Baja Indonesia (PPBBI), Departemen Pekerjaan Umum, Bandung.
Direktorat Penyelidikan Masalah Bangunan, Peraturan Pembebanan Indonesia untuk Gedung 1983, Cetakan Kedua, Bandung.
Grunbaeur, Johann.What Makes Catellated Beams So Desirable As a Consructional Element. http://www.grunbaeur.nl/eng/inhound.htm. 28 Februari .
Knowles, P.R. (1991). Castellated Beam Proceeding of the Institution of Civil Engineering, Part 1, No.90, pp 521-536. Kerdal, D. and Nethercot,D.A.
Novita, Jihan. (2018), Perbandingan Dimensi dan Harga dari Berbagai Macam Tipe Kuda-Kuda Baja pada Workshop dengan Bentang Sedang, JUTATEKS, 2, 1, 25-28.
-, SNI 03-1729-2002 Tentang Tata Cara Perencanaan Struktur Baja untuk Bangunan Gedung, Departemen Pekerjaan Umum.
-, SNI 07-7128-2006 Tentang Baja Profil WF-Beam Proses Canai Panas, Departemen Pekerjaan Umum.