PERENCANAAN STRUKTUR GEDUNG RUMAH SAKIT RAWAT INAP 5 (LIMA) LANTAI COLOMADU DAN RENCANA ANGGARAN BIAYA

  • Bagas Maulana Assidiq Fakultas Teknik, Universitas Tunas Pembangunan Surakarta
  • Dian Arumningsih DP Fakultas Teknik, Universitas Tunas Pembangunan
  • Gatot Nursetyo Fakultas Teknik, Universitas Tunas Pembangunan
Keywords: Planning, Hospital, ETABS V.20, Reinforced Concrete, RAB

Abstract

The increase in population Colomadu District which has increased well the development of human activities have encouraged the physical the city development. Development of health facilities in area needs to be carried out in effort support programs to improve public health status. So a 5 storey hospital building was designed in Colomadu District. This structural planning aims to plan building structure that is safe, comfortable, and efficient and know the required budget plan. The results obtained are roof slabs 10 cm thick with x, y reinforcement Ø12 – 200 mm, floor slabs 12 cm thick with x, y reinforcement Ø12 – 150 mm, main beam B1 dimension 300 x 500 mm top reinforcement 2 D19 bottom reinforcement 3 D19 reinforcement shear bar Ø10 – 150 mm, main beam B2 dimension 300 x 450 mm top reinforcement 2 D19 bottom reinforcement 3 D19 shear reinforcement Ø10 – 150 mm, joist beam BA dimension 200 x 300 mm top reinforcement 3 D10 bottom reinforcement 3 D10 shear reinforcement Ø10 – 150 mm, sloof beam TB dimension 250 x 400 mm top reinforcement 3 D16 bottom reinforcement 6 D16 shear reinforcement Ø10 – 150 mm, column K1 dimension 600 x 600 mm longitudinal reinforcement 16 D19 and shear reinforcement Ø10 – 150 mm, is column K2 dimensions 500 x 500 mm longitudinal reinforcement 16 D19 and shear reinforcement Ø10 – 200 mm, bore pile foundation reinforcement dimensions 60 cm depth 8 m with longitudinal reinforcement 10 D22 spiral reinforcement Ø16 – 200 mm, and budget plan with total budget Rp. 13.280.305.901,00.

Published
2023-12-15
Section
Articles