Kharisma, Yohanes Medisa Penta (2011) STRUCTURAL DESIGN OF CIBUBUR APARTMENT JAKARTA. S1 thesis, UAJY.

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In Structural design safety and economical aspect are very important, therefore some building codes i.e, “Tata Cara Perhitungan Struktur Beton untuk Gedung” SNI 03–2847–2002 and “Tata Cara Perencanaan Ketahanan Gempa untuk Bangunan Gedung” SNI 03–1726–2002 will be used as references in structural design. Building which has been designed is 18 stories building where it is located in earthquake zone 3, therefore full ductility as ductility level and Special Moment Resisting Frame system are considered in design. Structural analysis by using ETABS v 9.07. and according to codes as mentioned at above, which the structure itself is modeled as 3 dimensional building. From structural design result, the entire slab has the thickness 120 mm most of them are designed as two-way slab and some designed as one-way slab with reinforcement bar 10 mm. Stair has the thickness 150 mm, with reinforcement bar 10 mm. Dimension of beam B298 at story 14 is 350x600, longitudinal reinforcement for support area are 6D20 (top reinforcement), 4D20 (bottom reinforcement), longitudinal reinforcement for midspan area are 4D20 (top reinforcement), 4D20 (bottom reinforcement). Dimension of column C38 at story 14 is 600x600 mm, longitudinal reinforcement has 20D20, and transversal reinforcement has P10 – 100.

Item Type: Thesis (S1)
Uncontrolled Keywords: design, special moment resisting frame, reinforcement
Subjects: Civil Engineering > Structure
Divisions: Fakultas Teknik > Teknik Sipil Internasional
Depositing User: Editor UAJY
Date Deposited: 08 May 2013 12:14
Last Modified: 08 May 2013 12:14

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