STUDI PERENCANAAN STRUKTUR BETON BERTULANG DENGAN METODE DESIGN CAPACITY PASA GEDUNG PERKULIAHAN STMIK MALANG

PRASETYO, ADI (2008) STUDI PERENCANAAN STRUKTUR BETON BERTULANG DENGAN METODE DESIGN CAPACITY PASA GEDUNG PERKULIAHAN STMIK MALANG. Other thesis, University of Muhammadiyah Malang.

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Abstract

In growth of development that happened in this moment,there is a lot of new problems emerging in the plan building, specially in the plan reinforced concrete structure, in the case of planning facet expected to race to the make-up of alternative aspect to problem of which is expected to earn and can reckon and estimate planning of building structure design able to shoulder and support structural burden. Design Capacity represent allowable stress method for efficiency in scheme development structure of active pressure method, with laboring burdens factor, and also nominal strength resistence him and usage of strength of materials fully, this method can assign value high economic value and security. Final calculation of planning of high plate of plate 120 mm, used D10-150 A type and of B, D10-250 Type C and of D, bone to D10-300. Log of Portal A dimension 400x600tumpuan 10D25, field 2D25. Portal. C Dimension 400x600 fulcrums 4D25, field 2D25. Portal. B Dimension 300x400 fulcrums 2D25, field 2D25. Portal. D Dimension 300x400 fulcrums 4D25, field 2D25. All bone shift to wear ø 10-100. Planning of dimension column 400x600 wearing 6D25, bone shift ø 10-400. Planning of structure under used [by] foundation of sumuran, deepness 3.4 mtr, 2 foundation of sumuran radius 0.63 mtr, apart between sumuran 1.58 mtr. Palm foundation of A = 0.35 x 0.7 x 2,. used [by] especial bone 10D25, bone shift D10-250.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Anggit Aldila
Date Deposited: 28 May 2012 03:23
Last Modified: 28 May 2012 03:23
URI: http://eprints.umm.ac.id/id/eprint/6009

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