Menentukan Desain Struktur Atas Gedung Fajar Biru Trenggalek Berdasarkan SNI (Standart Nasional Indonesia)

Authors

  • Alfin Dino Saputra Faculty of Engineering, Kadiri University
  • Edy Gardjito Faculty of Engineering, Kadiri University
  • Sigit Winarto Faculty of Engineering, Kadiri University
  • Muhammad Heri Nastotok Faculty of Engineering, Kadiri University
  • Faiz Muhammad Azhari Faculty of Engineering, Kadiri University

DOI:

https://doi.org/10.30737/jurmateks.v4i2.2002

Keywords:

Building Structure, Columns, Earthquake load, Pelate

Abstract

A multi-storey reinforced concrete building is very prone to collapse. Therefore, proper structural planning is needed in order to qualify the strength and security of the structure. Fajar Biru Building is a building that will be built in Karangsuko village of Trenggalek Regency, East Java. The building functioned as a cost with a building area of 340 m2, and has a total of 4 floors. The method used is the SRPMM (Medium Moment Musician Frame System) method which refers to SNI 1726:2012, and SNI 2847:2013. Planning includes the calculation of beams, floor plates, and columns. From the results of the calculations that have been done. on the floor plate structure with a plate thickness of 120 mm, Ø12 tree bones are used with a distance of 100 mm for pedestals and 150 mm for field areas. On the looping of B1 beams with dimensions of 300x350 mm used 6-D16 tree bones for focus and 4-D16 for field areas with Ø10-70 mm for focus and Ø10-140 mm for field areas. For the repeating of Column K1 with dimensions of 300x600 mm used 10-D16 principal bones with a Ø10-70 mm dimension. So that from these results can be used as a reference in the implementation of the construction of the blue dawn building.

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Published

2021-10-31

Issue

Vol. 4 No. 2 (2021): OCTOBER

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