Skripsi

ANALISA KEKUATAN BALOK DAN KOLOM PROFIL BAJA MENGGUNAKAN METODE ANALISIS PUSHOVER(STUDI KASUS BANGUNAN INTAKE POMPA KARANGANYAR, PULOKERTO)

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The intake structure is a building that functions as a place to take water from the river and drain it to the processing site. In the research conducted for regulations using provisions that refer to SNI 1726:2019, ASCE 41-17, and FEMA 356:2000 regarding pushover analysis. Non-linear Static Analysis or better known as Pushover Analysis is a method used to analyze the capacity curve of the relationship between the base shear force and the displacement of the reference point, as well as obtaining the location of plastic hinges in the steel beam-column structure, so as to obtain the collapse behavior of the intake building structure. Based on the results of the analysis of the ETABS assistance program, a displacement of 0,176055 m is obtained, resulting in a base shear force of 90938,8568 kN and 44460,7884 kN for each X direction and Y direction, and the structural performance level is immediate occupancy and life safety. Meanwhile, based on FEMA 356, a displacement of 4,3087 x 10^(-3) m and 6,2214 x 10^(-3) m is obtained in each X direction and Y direction, respectively, whose condition is Immediate Occupancy because the actual drift is less than 1%.

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Detail Information

Series Title

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Call Number

T1418622024

Publisher

Indralaya : Prodi Teknik Sipil dan Perencanaan, Fakultas Teknik Universitas Sriwijaya., 2024

Collation

xviii, 61 hlm.; ilus.; 29 cm

Language

Indonesia

ISBN/ISSN

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Classification

624.182 107

Content Type

Text

Media Type

unmediated

Carrier Type

-

Edition

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Subject(s)

Prodi Teknik Sipil dan Perencanaan
Struktur Baja - Analisis

Specific Detail Info

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Statement of Responsibility

KA

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