Perencanaan Struktur Gedung Hotel 8 Lantai Dengan Menggunakan Sistem Struktur Ganda (Dual System)

KASE, Veky Amandiz Eli (2023) Perencanaan Struktur Gedung Hotel 8 Lantai Dengan Menggunakan Sistem Struktur Ganda (Dual System). Undergraduate thesis, Universitas Katolik Widya Mandira Kupang.

	Text ABSTRAK.pdf Download (604kB)
	Text BAB I.pdf Download (464kB)
	Text BAB II.pdf Restricted to Repository staff only Download (1MB)
	Text BAB III.pdf Restricted to Repository staff only Download (881kB)
	Text BAB IV.pdf Restricted to Repository staff only Download (1MB)
	Text BAB V.pdf Download (352kB)

Abstract

Kupang City is the Capital City of NTT Province which has the potential for a large earthquake based on the Design Spektra Indonesia website, with an SDS value of 0.75 and SD1 of 0.48. Because it has an SDS value > 0.50 and has an SD1 value SD1 value > 0.20, according to SNI 1726-2019 Tables 8 and 9 Kupang City is included in Seismic Design Category D (strong earthquake area). Thus, the planned structure must withstand strong earthquakes according to SNI 03-1726- 2019 and the reinforcement must comply with SNI 03-2847-2019 where a Dual System is used. This structural system does not cause losses due to structural damage which can result in loss of life. In this design the performance of structure meets the requirements where, the vibration period in the X direction, Tmax = 0.854 > TETABS = 0.714 > Tmin = 0.61. While the Y direction does not meet the requirements because the value of TETABS > Tmax so that a story drift evaluation is carried out. The resulting story drift value does not exceed the permitted story drift value. The stability coefficient meets the requirements, namely < 75% in the X direction and the Y direction shear wall resists shear 68.33% < 75%. In the final stage the design produces longitudinal reinforcement beams ranging from 3D16 to 8D16. Beam shear reinforcement with configuration 2D12-100 at the supports and 2D12-200 at the field. The 10D19 longitudinal column reinforcement and stirrup reinforcement range from 2D13-100 to 4D13- 100. Vertical shear wall reinforcement obtained 2D25-100 and horizontal obtained 2D22-225. The reinforcement in these structural elements meets the requirements of SNI 03-2847-2019. Because the performance of the structure and reinforcement arrangements have been fulfilled, the structure is planned to be able to withstand the working earthquake.

Actions (login required)

View Item