Fatahillah, Dhawiin Niyaz (2023) Analisa Struktur Prategang Parsial Flat Slab Prategang Parsial Flat Slab Gedung Rumah Susun Sewa Tahap 2 Gunung Anyar Surabaya. Undergraduate thesis, UPN Veteran Jawa Timur.
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Abstract
Planning for high-rise buildings requires innovation to get a strong building structure, as one of the innovations is by making a flat slab structure. Flat slabs include two-way concrete slabs with drop panels (thickening at the column heads) to resist shear forces. The advantages of the flat slab method are reducing the volume of concrete, maximizing the height of each floor, and reducing structural loads. This plan is used to modify the structure of the Rusunawa Stage 2 Gunung Anyar Surabaya building from 5 floors to 10 floors by replacing slabs using Partial Prestressed Flat Slabs and reviewing the stability of the flat slab-column connections and the ductility behavior of the structure. This building was designed with an earthquake response spectrum analysis in the seismic design category, to control the stability of the structure and obtain the dimensions of the flat slab, drop panel and column structures. The regulations used to calculate lateral loads are SNI 1726:2019, for gravity load calculations are RSNI2 1727:2018, and for concrete planning use SNI 2847:2019. The auxiliary program used is ETABS as a structural modelling. From the results of this plan, the drop panel dimensions are obtained with an overall width of 1650 mm for the x and y directions, a drop panel thickness of 100 mm, using D13–225 mm reinforcement. Column dimensions 500 mm x 500 mm with 16D25 longitudinal reinforcement, 4D13-100 pedestal transverse reinforcement and D13-150 field transverse reinforcement. As well as plate reinforcement with Partial Prestress using 2 strands with a size of 15.3 mm and for flexible reinforcement using Wiremesh M8 iron. The stability of the relationship between flat slab structural elements and columns fulfills the requirements for calculating punching failure, and the performance of the structure is included in the SP - Immediate Occupancy (IO) category. Keywords : Flat Slab, Partial Prestress, Drop Panel, Pushover Analysis, Flat Slab-Column Connections
| Item Type: | Thesis (Undergraduate) | ||||||||||||
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| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) | ||||||||||||
| Divisions: | Faculty of Engineering > Departement of Civil Engineering | ||||||||||||
| Depositing User: | Dhawiin Fatahillah | ||||||||||||
| Date Deposited: | 27 Jan 2023 03:33 | ||||||||||||
| Last Modified: | 27 Jan 2023 03:33 | ||||||||||||
| URI: | http://repository.upnjatim.ac.id/id/eprint/11750 |
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