Perencanaan Struktur Tahan Gempa Gedung Laboratorium Fakultas Teknik Unhasy di Jombang

  • mahbub abrori Program Studi Teknik Sipil/ Fakultas Teknik/ Universitas Hasyim Asy’ari
  • abdiyah amudi Program Studi Teknik Sipil/ Fakultas Teknik/ Universitas Hasyim Asy’ari
  • totok yulianto Program Studi Teknik Sipil/ Fakultas Teknik/ Universitas Hasyim Asy’ari
  • titin sundari Program Studi Teknik Sipil/ Fakultas Teknik/ Universitas Hasyim Asy’ari
Keywords: concrete, SRPMK, static equivalence, laboratory


Universitas Hasyim Asy'ari (UNHASY) is a private institute of higher education that is now developing facilities and infrastructure to improve and support the process of the lecture activities between lecturers and students so as to create a conducive atmosphere. The development of facilities and infrastructure that will be done is the construction of laboratory buildings. In this insulation aims to plan the structure of the building, the planning of structures includes beam structures, floor plates, columns, and foundations. In planning component structure modeled on the structural analysis program in 3 formulated to know the condition of structure with its original condition. In this building planning, the quality of the concrete plan is used at 30 MPa and the quality of the reinforcement uses a quality of 400 MPa for deformed reinforcement and 240 Mpa for plain reinforcement. Based on the research results have been obtained 3 types of beam edges and 2 types of main column types, needs reinforcement for beam B1  with dimension 35/50 at the focus area used 6D16 on the upper side and 5D16 on the lower side and for field area use 3D16 on the upper side and 4D16 for the bottom side. For column structures used a 12D19 reinforcement for columns K1(50/50) and 8D19 for column K2 (40/40). For the floor plate used basic reinforcement Ø 10-125 for the direction of X and Y. And on the foundation structure used 4 poles mini pile with a size of 25 X 25 cm.


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