THE USAGE OF BIM BASED STRUCTURE ANALYSIS APPLICATION TO REDESIGN MITRA KASIH JUNIOR AND SENIOR HIGH SCHOOL BUILDING WITH PRECAST CONCRETE

Pannadipa Putera Sukmajaya, Husnul Khatimi, Arya Rizki Darmawan

Abstract


Redesign of Mitra Kasih Junior and Senior High School building in Banjarmasin carried out which is a reinforced concrete structure into a precast concrete structure. Process supported by BIM-based structural analysis applications, Tekla Structural Designer and ETABS Ultimate C19. Results will be validated using Response2000 and SPColumn. Difference between conventional and precast systems required design adjustments. Adjustments began with preliminary design of structural and application of one-way floor slabs (HCS). From structural analysis result, stability of the structure calculate along corbel connection design. From redesign results found difference amount of tensile reinforcement in the beam ranges from 2 to 4 due one-way slab load distribution. Differences in the arrangement of main reinforcement column due differences of width-height column to strengthen weak axis column. HCS slab with thickness of 20 cm to lighten the weight of structural elements. Corbel as connectors resist shear at joint as the redesign results meet the structural stability requirements and the requirements of public buildings.

 

Keywords: Precast Concrete, HCS, Corbel


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DOI: https://doi.org/10.20527/crc.v7i8.12948

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