PERENCANAAN GEDUNG PERKANTORAN/PERKULIAHAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN BALOK-LANTAI KOMPOSIT DAN KOLOM BAJA BERONGGA MENGACU "SPESIFICATION AISC-LRFD"

HAMID, ABDUL (2006) PERENCANAAN GEDUNG PERKANTORAN/PERKULIAHAN UNIVERSITAS MUHAMMADIYAH MALANG DENGAN BALOK-LANTAI KOMPOSIT DAN KOLOM BAJA BERONGGA MENGACU "SPESIFICATION AISC-LRFD". Other thesis, University of Muhammadiyah Malang.

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Abstract

Composite Construction. Many structural systems that can not be easily categorized according to the material used. Composite beam system as we often encounter. In this case, steel is the part that in-place first, then cast in concrete around the shear connectors onnector shear above the steel beams. The presence of shear connectors caused the steel beams and concrete works integrally thereon. Thus forming a T section with steel as part of the experience tensile, and concrete that had hit. This study is intended to introduce more closely on the implementation of LRFD method, which is packaged in a handbook issued by (AISC) as Load and Resistance Factor Design Specification for Structural Steel Buildings, which enforces security is not just one factor alone but is broken into and the load factor strength reduction factor that gives a design of steel construction that is safe, convenient and economical enough. From the analysis, the calculation can be concluded for the construction of composite floor without the support obtained 140 mm thick plate, use 22 gage steel deck profiles (t = 0.75 mm) 75 mm Lok Floor. The use of steel deck profiles are intended as a substitute for the need of reinforcing the field, as well as permanent begisting in a design. The dimensions required when the beam receive workload, diperole dimensional beam direction (y): WF 350 x 175 x 7 x 11, for the main beam direction (y): WF 600 x 300 x 12 x 20, main beam direction (x ): WF 500 x 300 x 11 x 15, and cantilever beam direction (y): WF 350 x 175 x 7 x 11, the cantilever beam direction (x): WF 400 x 200 x 8 x 13, and used the interface shear sliding connector stud 19 x 125 mm in diameter. While the dimensions required when the column receiving the axial load and bending, obtained by column dimensions 609.6 x 588.8 x 15.9 mm with a type of rectangular HSS.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Rayi Tegar Pamungkas
Date Deposited: 06 Jul 2012 03:17
Last Modified: 06 Jul 2012 03:17
URI: http://eprints.umm.ac.id/id/eprint/11238

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