PERENCANAAN PEMBANGUNAN GEDUNG KULIAH A UNIVERSITAS MUHAMMADIYAH PALEMBANG DILATASI TENGAH

Authors

  • Sudarmadji Politeknik Negeri Sriwijaya
  • Ika Sulianti Polytechnic State of Sriwijaya
  • Salsabilla Aliffa Putri Politeknik Negeri Sriwijaya
  • Nindi Anisa Habsy Politeknik Negeri Sriwijaya
  • Wahyudi Politeknik Negeri Sriwijaya
  • Indrayani Politeknik Negeri Sriwijaya

Keywords:

Perencanaan, Gedung, Struktur

Abstract

Education is one of the vital thing in a city. The good facilities will make a better education, one of the facilities is a comfortable building. In Muhammadiyah University itself, the need of a new building is neccecary to accommodate all students to be able to study. The purpose of this report is to plan and design a building that is useful for education. This building uses a reinforced concrete structure that is guided by the Indonesian National Standard (SNI). In the calculation of this development, it is also guided by the Indonesian National Standard as the basic regulations for Indonesia and books related to the design of concrete structures, for example the book Planning for Reinforced Concrete written by Agus Setiawan, Basic Concrete Design made by WC Vis and Gideon Kusuma and Structures Reinforced Concrete by Istimawan Diphohusodo. This building is planned to be built above ground level with an area of ​​22.4 x 14.5 m with a height of seven floors. For the concrete that will be used for this construction, the quality (fc') = 25 MPa and for the steel quality is 400 MPa. The results of the Planning for the Construction of the Lecture A Building of the University of Muhammadiyah Palembang, using piles measuring 30 x 30 cm while the interior is 15 m, and the pile cap using a size of 260 x 260 x 75 cm, sloof used is 30 x 60 cm. and 30 x 55 cm. The main beams are 35 x 70 cm, 30 x 60 cm, 30 x 55 cm and 25 x 45 cm, while the child beams are 20 x 40 cm, 30 x 55 cm, and 15 x 50 cm. In planning the column, the column dimensions are 70 x 70 cm, 65 x 65 cm, 60 x 60 cm, 55 cm x 55 cm, 50 x 50 cm, 45 x 45 cm and 40 x 40 cm. In the design of the floor slab, a slab thickness of 120 mm is used. Based on the results of these planning calculations, it can be concluded with an outline that the calculated structure is stable and safe, so it is very feasible to use.

Author Biography

Ika Sulianti, Polytechnic State of Sriwijaya

Civil Engineering Departement

Downloads

Published

2023-05-08

How to Cite

Sudarmadji, Sulianti, I., Salsabilla Aliffa Putri, Nindi Anisa Habsy, Wahyudi, & Indrayani. (2023). PERENCANAAN PEMBANGUNAN GEDUNG KULIAH A UNIVERSITAS MUHAMMADIYAH PALEMBANG DILATASI TENGAH . Prosiding Semnas First, 1(3), 136–146. Retrieved from https://jurnal.polsri.ac.id/index.php/semnasfirst/article/view/6112