PERENCANAAN STRUKTUR KANTOR PHICOS DENGAN SISTIM RANGKA BAJA PEMIKUL MOMEN KHUSUS

Rasyiid Latiif, Amhudo and Dwi Prasetyo, utomo (2024) PERENCANAAN STRUKTUR KANTOR PHICOS DENGAN SISTIM RANGKA BAJA PEMIKUL MOMEN KHUSUS. Jurnal Teknik Sipil Dan Arsitektur, 29 (1).

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Abstract

Colomadu District is a sub-district located in Karanganyar Regency, Central Java Province. Economic development in Colomadu sub- district is expected to grow through the business sectors of goods and services, tourism and industry, so an office building is planned in the Colomadu area. Because the location of Colomadu District is not far from Yogyakarta province, where earthquakes often occur, earthquake-resistant buildings are needed to anticipate a minimum number of fatalities and material losses when an earthquake occurs. Therefore, in the planning of this office a special moment resisting frame system (SRPMK) was used. Buildings with a Special Moment Resisting Frame System (SRPMK) are planned using the SCWC concept, namely Strong Columns and Weak Beams where column elements are stronger than weak beam elements. The design of this planning system is to form a building structural system that is resistant to seismic forces that will be received by the building structure by using a special moment-bearing frame structural system and referring to the applicable requirements in accordance with SNI 2847:2019. The seismic force loading applied using the response spectrum analysis method and structural analysis was calculated using the ETABS V9.7.4 program. From the planning results, it is obtained that the thickness of the bondek floor plate is 140 mm, beam B1A 150x400 mm, B2A 200x400 mm, B2B 200x400 mm, B2C 200x400 mm, B2D 200x400 mm, B2E 200x400 mm, B3A 200x500 mm, B3B 200x500 mm, B4A 300x150 mm, B5A 300x150 mm, BS 150x300 mm, as well as columns KP 150x150 mm, K1A 200x300 mm, K2A 400x550 mm, K3A 450x650 mm, and K4A 350x500 mm

Item Type: Article
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Ikawati Hadi Utami A.Md
Date Deposited: 10 Jan 2024 07:26
Last Modified: 10 Jan 2024 07:26
URI: http://repository.utp.ac.id/id/eprint/1790

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