Evaluasi Cepat Desain Elemen Balok Beton Bertulangan Tunggal Berdasarkan Rasio Tulangan Balanced
DOI:
https://doi.org/10.21512/comtech.v1i1.2188Keywords:
beam, balanced, SNI 03-2847-2002, dactailAbstract
Design procedure for reinforced concrete structure in Indonesia is provided by “Tata Cara Perhitungan Struktur Beton, SNI 03-2847-2002”. This code covers analysis method and basic assumptions that can be taken by a structural designer to design a reinforced concrete structure. An engineer has to design a flexural component, one of the structural component. One of the flexural component is beam element. SNI 03-2847-2002 adopt capacity design menthod in beam element design. This paper will be discuss a simple design procedure in beam element, based on variabel, which is ratio between /b, with b is the balanced reinforcement ratio. The value is limited to 0,75 maximum in SNI 03-2847-2002. A dactail failure is guarantee in a beam element with under 0,75. The analysis that have been done before, produce the correlation between Mn/bd2 and which can be a tool for design a beam element. A simple calculation use the table (Mn/bd2 vs ) will be present at the end of this paper.Plum Analytics
References
Badan Standarisasi Nasional. (2002). Tata cara perhitungan struktur beton, SNI 03-28467-2002, Bandung: Departemen Permukiman dan Prasarana Wilayah.
Cormack, J. C. (2004). Desain beton bertulang, Jakarta: Erlangga
Hasooun, M. N., and Manaseer A. A. (2005). Structure concrete theory and design, Canada: John Wiley & Sons Inc.
Nawy, E. G. (2005). Reinforced concrete a fundamental approach, New Jersey: Pearson Education Inc.
Nilson, A. H., Darwin, D., and Dolan, C. W. (2003). Design of concrete structures, New York: Mc.Graw Hill.
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