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PERENCANAAN ULANG GEDUNG KULIAH BERSAMA KAMPUS 2 UNIVERSITAS MUHAMMADIYAH MALANG MENGGUNAKAN BALOK GRID

WICAKSONO, DODO ARIE (2013) PERENCANAAN ULANG GEDUNG KULIAH BERSAMA KAMPUS 2 UNIVERSITAS MUHAMMADIYAH MALANG MENGGUNAKAN BALOK GRID. Other thesis, University of Muhammadiyah Malang.

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Abstract

Grid beam is a large expanse of space frame structure, which consists of several blocks that are strung together to resemble the structure of the net in order to hold and increase the safety factor deflection that occurs in plate structure. Deflection grid structure mechanism gave torque effect on the cross-beam which became the support of the structure, thus reinforcing the need for shear reinforcement in the cross. From the results of the planning plate with thickness of 100 mm is used and the field by reinforcing the foundation of ˜8 - 200 mm, and shrinkage reinforcement for Ø8 - 250 mm. On the beam grid with dimensions 300/650 used for 3D20 with pedestal reinforcement shear reinforcement D10 - 50 mm and reinforcement with reinforcement shear field 4D20 D10 - 140 mm. In the beam line parent portal 2, 3, and B with dimensions 400/800 used reinforcement principal D12 D25 with shear reinforcement and the C line portal used D16 D28 with shear reinforcement. In the column with dimensions of 400/400 is used with reinforcement shear reinforcement 6D25 D12 - 400 mm. At the foundation pile strauss square with dimensions of 4 x 300 x 300 used reinforcement with reinforcement shear principal 5D25 D12 - 300 mm. At the head of the foundation with dimensions of 1250 x 1250 x 300 used D25 -100 mm staple reinforcement and shrinkage reinforcement D12 - 150 mm.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering (22201)
Depositing User: Halimatus Zahroh
Date Deposited: 27 Jan 2015 02:48
Last Modified: 27 Jan 2015 02:48
URI : http://eprints.umm.ac.id/id/eprint/15218

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