PERANCANGAN ULANG (RE-DESIGN) GEDUNG PERKULIAHAN TERPADU POLITEKNIK NEGERI MALANG (POLINEMA) MENGGUNAKAN STRUKTUR BAJA KOMPOSIT DI WILAYAH GEMPA ZONA 3
| Main Author: | HERMAWAN, PRASETIA |
|---|---|
| Format: | Thesis NonPeerReviewed |
| Terbitan: |
, 2014
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/15326/ |
Daftar Isi:
- One of alternative choice materials of primary structure most commonly used for high rise building is a steel structure. Advantages of steel structure is to have the strength, hight durability and high ductility, elastic and easier in workmanship. In addition to steel, concrete is also commonly used in the construction of multi-storey buildings, such as the floor plate. The combination of the material in the construction between steel and concrete structure would make composite structure. The advantages of using composite structure that can reduce weight and height profile steel, increasing the stiffness of floors and can add to the landscape serviceability. The re-design of this building is based on "Planning Procedures Steel Structures for Buildings (SNI 03-1729-2002)", "Planning Procedures for Building Earthquake Resistance (SNI 03-1726-2010)" and Indonesian Loading Regulation for Building 1983. From the calculations, the following results: the roof and floor plates using composite floor deck and reinforced concrete. Roof and floor slab thickness 120 mm with floor deck type P3606 COMPOSITE thick 1.5 ". Reinforcement in the roof plate ̃10-150, reinforcement shrinkage ̃6 - 250. On the floor plate ̃12 - 100, reinforcement for ̃6 - 250. Transverse joist Profile: WF 250 x 125 x 6 x 9 and elongated joist: WF 450 x 200 x 9 x 14. Transverse beam profile and elongated: WF 450 x 200 x 9 x 14. composite column dimensions of 600 x 600 mm, consisting of profiles H-Beam 400 x 400 x 21 x 21 with 8 longitudinal steel reinforcement stirrup D22 and D12 -275.