CD Tugas Akhir
Analisis Struktur Kolom Menggunakan Software Etabs Dan Pca Column Pada Proyek Pembangunan Rumah Susun Yayasan Amal Mulia Pondok Pesantren Miftahul Huda Kota Pekanbaru
ABSTRACT
The construction of high-rise buildings starting from the design stage to the implementation stage requires time and careful planning, especially in terms of structural planning. In designing high-rise buildings, the role of column structures is very vital to the strength of a building structure. The purpose of this study was to determine the safety of the dimensions of the columns in withstanding the load that works on the building of the student flats. Structural calculations can be done by manual calculations or by computerization using software. For calculations using software, one of them can be done with software PCA Column and ETABS (Extended Three Dimensional Analysus of Building Systems) software while still referring to applicable regulations in Indonesia such as SNI 2847-2013 for reinforced concrete designs, SNI 1726-2012 for earthqua ke design and SNI 1727-2013 for loading on structures. The calculation of the structure of the building is reviewed against dead loads, live loads and earthquake loads. The calculations carried out include elements of plates, beams and columns. From the results of structural calculations using ETABS software, maximum forces are obtained that work on building columns and from the PCA Column software obtained an interaction diagram that occurs in the columns showing that all columns of this flat building are able to withstand the working load and are safe in withstanding earthquake loads.
Keywords: Structure, Reinforced Concrete, ETABS, PCA Column, Indonesian National Standard (SNI).
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