PERENCANAAN ULANG STRUKTUR ATAS GEDUNG PERTERNAKAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN KONSTRUKSI BAJA KOMPOSIT MENGGUNAKAN METODE LFRD

HERDIANSYAH, VIVIEN (2008) PERENCANAAN ULANG STRUKTUR ATAS GEDUNG PERTERNAKAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN KONSTRUKSI BAJA KOMPOSIT MENGGUNAKAN METODE LFRD. Other thesis, University of Muhammadiyah Malang.

[img]
Preview
Text
PERENCANAAN_ULANG_STRUKTUR_ATAS_GEDUNGPERTERNAKAN_UNIVERSITAS_MUHAMMADIYAHMALANG_DENGAN_KONSTRUKSI_BAJA_KOMPOSITMENGGUNAKAN_METODE_LFRD.pdf

Download (85kB) | Preview

Abstract

Construction technology development has a rapid progress. Joining two materials or more was an alternative for material efficiency. The joining of both material called COMPOSITE. In joining two material, there was an interaction caused shear. That’s why there placed a shear connector. In this study, the method used was LFRD, that was a method of limit power used to design steel structure. This method gave more specific comparison between load (Q) and resistant (Rn). Resistant (power) presented component or system, (Q) load which would be brought tended to give safer structure. This method would be used to design husbandry building University of Muhammadiyah Malang. Especially for composite structure which has been analyzed in previous chapters, there found result for plate used was B-LOk-22gage, 140 mm thickness with frame diameter 12-100 for foothold and field region. In design, the bar used WF ( Wide Flange ) profile for lengthy bar WF 200x100x5.5x8 and diagonal bar WF 400x200x8x13. While shear connector used was stud with head diameter 19 x 125 mm. Shear connector amount were 27 stud per ½ bars. Composite column dimension used was 500x500 mm measurement, with WF profile 400x400x45x70, main frame amount was 14 12 and cross bar frame was 12-250. While for connector design used was T-profile connectore with elbow profile placed in bar’s body. Where the T-profile should hold the pulling force at wing (flange), bar profile and column caused by moment, while elbow profile held the shear caused by cross force to the wing (flange) column profile in body (web) bar profile. And plate dimension for base plate was 20x20 inch or 508x508 mm, with 20 mm thickness. Anchor used was diameter 25 mm and anchor length was 800 mm.

Item Type: Thesis (Other)
Subjects: T Technology > T Technology (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Anggit Aldila
Date Deposited: 07 May 2012 02:58
Last Modified: 07 May 2012 02:58
URI: http://eprints.umm.ac.id/id/eprint/4425

Actions (login required)

View Item View Item