PERENCANAAN ULANG STRUKTUR ATAS GEDUNG YAYASAN TRI ASIH KEBON JERUK JAKARTA BARAT MENGGUNAKAN BALOK GRID (WAFFLE SLAB)
| Main Author: | KURNIAWAN, FENDY |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2011
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15179/ |
Daftar Isi:
- Construction with reinforced concrete is a type of construction of the most widely used because in addition to easily bring in materials, also does not require special equipment in its implementation. Effectively reinforced concrete used in construction with span beam which is not so long that for reinforced concrete structures and building construction becomes the right choice. Grid structure of the field is typically composed of rigid linear elements such as beam length or truss, which rods top and bottom edges parallel. Planning for the beam-dimensional grid using (b / h) = 200/350 mm. Main beam longitudinal and transverse directions both used dimension (b / h) = 400/700mm, for column using the dimension (b / h) = 700/700 mm and to use a thickness of 100 mm plate. The calculation of the structure for the roof and floor plate using a diameter of 100 8 − φ , for roof beams used reinforcement grid 16 4 φ for the pedestal and 3 16 φ for the field, for the beam reinforced with a grid floor used 16 5 φ for the pedestal and 3 16 φ for the field. In planning the main beam edge using a reinforcement 7 D 25 for the pedestal and 3 D 25 for the field. In the midst of planning the main beam using a reinforcement 7 D 28 for the pedestal and 3 D 28 for the field. In planning to use steel reinforcement column 5 D 25 for each side with shear reinforcement D10 - 250.