PERENCANAAN GEDUNG IRNA II RUMAH SAKIT UNIVERSITAS MUHAMMADIYAH MALANG DENGAN MENGGUNAKAN BLOK GRID DIAGONAL
| Main Author: | ASHSHODIQI, NADHIFUDDIN |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15313/ |
Daftar Isi:
- Beam grid is a space frame structure is used for places that require a very large expanse , which consists of several beams are formed in such a way so that the structure can withstand the deflection due to the work load. Due to the structure of the grid occurs deflection mechanism , then the edge of the beam on which the grid will occur torsion beam . Then the beam edge should be planned in such a way that it can withstand the torque . From the calculation of the structure of the floor slab 110 mm thick plate obtained reinforcement reinforcement reinforcement pedestal and 8-250 for the field , and 8-200 for shrinkage reinforcement . Planning beam -dimensional grid using 250/500 , with a reinforcement beam for 5D14 on the pedestal , and 5D14 on the pitch with stirrups D10 - 90 mm. Planned beam with dimensions of 300/550 , with a reinforcement beam using principal reinforcement D22 . In planning the planned column dimensions 800/800 with reinforcement for columns 4D25 and 3D25 3D25 for interior and exterior columns , and the use of reinforcement stirrups D12 - 200 mm.