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Purba, M. Ali Tami
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Analisa Struktur Bangunan Mixed Use Al-Amin Living Lab Dan Industrial Park Di Desa Sampe Cita, Kecamatan Kutalimbaru Siregar, Hendra Fahruddin; Subarna, Dadang; Andriana, Melly; Purba, M. Ali Tami
JAUR (JOURNAL OF ARCHITECTURE AND URBANISM RESEARCH) Vol. 8 No. 1 (2024): Oktober 2024
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jaur.v8i1.12951

Abstract

A mixed-use building refers to a combination of several different functions within a single structure, such as residential, office, shopping, and recreational functions built on one site. Designing a mixed-use building requires careful planning and consideration of various factors such as functional needs, aesthetics, and energy conservation. Additionally, the design of mixed-use buildings incorporates various functions within a single area. Floor slabs and beams use plain reinforcing steel with a quality of Fy = 240 MPa (Ø8mm). The concrete cover is taken as 20 mm. From the design results, several thickness types of slabs were obtained according to the load requirements that must be accommodated above them. The following are the moments acting on the floor slabs and beams. The reinforcement calculations are performed using the capacity strength design method according to SNI 2847-2019. The capacity design concept involves controlling the formation of plastic hinges at predetermined locations. The SAP2000 program can directly calculate the feasibility of the structural dimensions and the amount of reinforcement needed from the input program results. In the SAP2000 program, the concrete code used is the American concrete code ACI-318-05/IBC 2003, which differs in some respects from the concrete code in Indonesia SNI 2847-2019. Adjustments need to be made to comply with the regulations in Indonesia. Internal forces from the SAP2000 program are selected from load combinations that generate the maximum moments at the column face. The flexural and shear reinforcement for beams can be directly read from the SAP2000 output in the form of information on the required area of reinforcement
SOSIALISASI KONSEP STRUKTUR BANGUNAN MIXED USE AL-AMIN LIVING LAB DAN INDUSTRIAL PARK DI DESA SAMPE CITA KECAMATAN KUTALIMBARU Hendra Fahruddin Siregar; Dadang Subarna; Melly Andriana; Purba, M. Ali Tami
MARHALADO : Jurnal Pengabdian kepada Masyarakat Vol. 2 No. 2 (2024): Mei: MARHALADO: Jurnal Pengabdian kepada Masyarakat
Publisher : Arsil Media

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62287/marhalado.v2i2.81

Abstract

Mixed-use building refers to the combination of several different functions in one building, such as residential, office, shopping and recreational functions built on one site. Designing a mixed-use building structure requires careful planning and considers various factors such as functional needs, aesthetics and energy conservation. In addition, the design of mixed use buildings has various different functions in one area. Floor & Dag Plates Using Plain Reinforcing Steel with Quality Fy = 240mpa (Ø8mm). From the design results, several types of plate thicknesses are obtained according to the workloads that must be accommodated on it. the following are the moments acting on the floor & dag plates. reinforcement calculations are carried out using the capacity design method (capacity strength design) in accordance with SNI 2847-2019. The concept of capacity design in question is to control the formation of plastic joints at predetermined locations. The SAP2000 program can directly calculate the feasibility of structural dimensions and the required reinforcement area from the results of the input program process. In the SAP2000 program, the concrete regulations used are concrete regulations in the United States ACI-318-05/IBC 2003 which in some ways differ from concrete regulations in Indonesia SNI 2847-20219. It is necessary to make adjustments to the regulations that apply in Indonesia. The internal force from the SAP2000 program is selected from the loading combination that produces the field moment and the fulcrum moment at the maximum column face plane. The bending reinforcement and shear reinforcement of the beam can be read directly from the output of the SAP2000 program in the form of information on the required reinforcement area.
Co-Authors Andriana, Melly Dadang Subarna Hendra Fahruddin Siregar Melly Andriana Siregar, Hendra Fahruddin