CD Skripsi

Analisis Sambungan Balok Kolom Beton Bertulang Menggunakan Sni 2847 2013 Dan Sni 2847 2019

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ABSTRACT
Earthquake-resistant reinforced concrete structures must pay attention to the
beam-column connection area because beam-column connection is a critical area
that needs to be designed really accurately so that it can reduce the energy caused
during an earthquake. The beam-column connection is designed to be able to
deform during earthquake shocks so as to minimize damage, especially in
inelastic areas. This study aims to analyze the design of beam-column connections
in irregular structures that refer to SNI 2847 2013 and SNI 2847 2019. In the
analysis carried out, designed structure by method SNI 2847 2013 by using
earthquake map 2010 and method SNI 2847 2019 by using earthquake map 2017.
From the design carried out using of SAP2000 It is known that the size of the
columns and beams is sufficient to support the shear forces that occur. There are
differences in the results of the review between the planning methods SNI 2847
2013 and SNI 2847 2019. The review carried out on the shear force found that the
shear force using the 2013 SNI 2847 regulation with the 2010 earthquake map
was 1.149% greater than using the 2017 SNI 2847 regulation with the 2017
earthquake map. The review carried out on the shear stress found that the shear
stress using the 2013 SNI 2847 regulation with the 2010 earthquake map was
1.149% greater than using the 2017 SNI 2847 regulation with the 2017
earthquake map. The review of the length of reinforcement distribution at the joint
found 640 mm with transverse reinforcement used a diameter of 25 mm and a
distance between reinforcement of 150 mm for both regulations, but the SNI 2847
2019 regulation requires standard hooks to be placed in the core restrained
column.
Keywords: SNI 2847 20

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Ketersediaan

Informasi Detail

Judul Seri

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No. Panggil

1607116110

Penerbit

Pekanbaru : Universitas Riau – Fakultas Teknik – Teknik Sipil., 2022

Deskripsi Fisik

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Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

1607116110

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

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Subjek

TEKNIK SIPIL

Info Detail Spesifik

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Pernyataan Tanggungjawab

DAUS

Versi lain/terkait

Lampiran Berkas

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