PERENCANAAN ULANG STRUKTUR BETON BERTULANG DENGAN MENGGUNAKAN SISTEM PEMIKUL RANGKA MOMEN (Studi Kasus: Gedung SMF Rawat Inap Rumah Sakit Ulin Banjarmasin)

Building Structure Planning Inpatient SMF is designed with reference to SNI2847-2019 on concrete planning and SNI 1726-2019 on Indonesia Earthquake regulations. Inpatient SMF building structure, is in the SE site class (soft ground) and is included in the type C seismic design criteria at an acceleration period of 1 second, with risk category III. So that in the planning, the Intermediate Moment Resisting Frame System (IMRFS) method is used. By using Intermediate Moment Resisting Frame System (IMRFS), it is expected that the structure of the building has a high ductility level. The building structural design using the design concept of capacity in the form of strong column weak beam. Perencaanan This structure is assisted by using application software SAP2000 v14. The materials used are 24.9 MPa f'c concrete, 400 MPa quality reinforcing steel for bending reinforcement, and 240 MPa for stirrup reinforcement.