PERENCANAAN DAN PEMODELAN 3D STRUKTUR GEDUNG CO-WORKING SPACE 4 LANTAI SOEKARNO HATTA KOTA MALANG BERBASIS BUILDING INFORMATION MODELING (BIM)

Abstract

The rapid development of information technology provides lots of benefits for construction. In several construction works, related to various scientific disciplines, there are often inefficiency and ineffectiveness during the process of planning and project implementation. Thus, we need a certain technology as a solution for the more efficient and integrated building planning, which is Building Information Modeling (BIM). One of the BIM-based software that is able to analyze the structures and the detailing structural elements is called Tekla Structural Designer 2019 and Tekla Structures 2020. The purpose of this study is to find out the result of analysis and the design of roof structural elements, slabs, beams, columns, stairs, bored pile foundations, pile caps, and tie beams in the 4-storey Building Structures of Co-working space Soekarno Hatta Malang City based on Building Information Modeling (BIM). The data needed was the dead load data, live load, wind load, earthquake load, technical drawings, and soil data. The analysis and the design of reinforced concrete structural elements based on the Tekla Structural Designer 2019 and rebar detailing using the Tekla Structures 2020. From the calculation data, the result obtained for the seismic base shear force of 1673 kN. The structures of the roof, slabs, beams, stairs, and tie beams using fc’ 25 MPa quality concrete. Columns structure, bored pile foundations, and pile caps using quality concrete fc’ 30 MPa. The quality of reinforcing steel for all concrete structural elements using fy 400 MPa