PERENCANAAN PELAT DATAR TANPA BALOK DENGAN METODE PORTAL EKUIVALEN PADA BANGUNAN GEDUNG PARKIR MALANG TOWN SQUARE
| Main Author: | ABBAS, ELTY |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2006
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/5886/1/PERENCANAAN_PELAT_DATAR_TANPA_BALOK_DENGAN_METODE_PORTAL_EKUIVALEN_PADA_BANGUNAN_GEDUNG_PARKIR_MALANG_TOWN_SQUARE.pdf http://eprints.umm.ac.id/5886/ |
Daftar Isi:
- In the planning of dwelling buildings with reinforced concrete is generally used slab system consisting of plate and beam structures. On this plate almost all expenses incurred be borne by the structure of beams. In a large landscape is usually to resist shear stress which occurs requiring substantial depth of the beam, so the higher the level is increasing. To overcome this you can use a flat plate systems without beam. Calculations using a fictitious portal portal approach the problem by assuming that three-dimensional framework structure containing an array of two-dimensional rigid portal frame in the field column. Analysis of the end of the flat plate without beams with span 8000 x 9000 mm obtained 200 mm thick slab, to the reinforcement obtained Ø 20-100 for meetings around the pedestal plates and columns, to the field in the area of reinforcement bars used in the column strip Ø 20-200, and region field in the middle lane is used reinforcement Ø 20-400.