Perencanaan Struktur Gedung Kuliah 7 Lantai Dengan Metode Sistem Ganda (Srpmk Dan Shear Wall) Di Wilayah Yogyakarta

, Iksanudin and , Nur Khotimah Handayani, S.T., M.Eng. (2022) Perencanaan Struktur Gedung Kuliah 7 Lantai Dengan Metode Sistem Ganda (Srpmk Dan Shear Wall) Di Wilayah Yogyakarta. Skripsi thesis, Universitas Muhammadiyah Surakarta.

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Abstract

Earthquake load is a very important thing to consider in planning a building. In accordance with regulations SNI 1726 – 2019, so that the burden of earthquakes that occur can be held by the planned building structure, seismic-style are used with the double system method. The planned building design of 7 floors lecture building located in the Yogyakarta region. The structure of the building with the double system method uses a combination of the frame of the moment and the addition of shear wall. Earthquake load design used in analysis is a spectrum response method. From the result of the SAP 2000 v.20 software run analyze, obtained in mode 1 value Tc = 0.6229 seconds in the direction -Y and mode 2 value Tc = 0,5991 seconds in the direction -X. Value Ta = 0,935 seconds, so obtained the value Tc < Ta. The lateral force caused by earthquake load response spectrum in absorbed by the shear wall by 70,54% in the direction -X and 45,58% in the direction -Y. From the analysis of the calculation of the dimensions of the child beam 325/600, the parent beam 350/650, 400/700,column 720/720,750/750,780/780 and the sehar wall with thickness of 250 mm have met the requirement in SNI 2847 -2013.

Item Type:	Thesis (Skripsi)
Uncontrolled Keywords:	Earthquake load, Dual System, Building structure
Subjects:	T Technology > TA Civil Engineering
Divisions:	Fakultas Teknik > Teknik Sipil
Depositing User:	IKSANUDIN
Date Deposited:	27 Jan 2022 01:32
Last Modified:	27 Jan 2022 01:32
URI:	http://eprints.ums.ac.id/id/eprint/96705

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