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.
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机译：印尼钢筋混凝土结构的设计程序由“ Tata Cara Perhitungan Struktur Beton，SNI 03-2847-2002”提供。该代码涵盖结构设计师可以用来设计钢筋混凝土结构的分析方法和基本假设。工程师必须设计挠曲构件，即结构构件之一。弯曲分量之一是梁单元。 SNI 03-2847-2002在梁单元设计中采用了容量设计方法。本文将讨论基于variabel（beam /b之比）和b是平衡配筋率的梁单元的简单设计程序。在SNI 03-2847-2002中，值限制为最大0.75。 guarantee小于0.75的梁单元保证了尾部破坏。之前进行的分析得出Mn / bd2与之间的相关性，这可以用作设计梁单元的工具。本文末尾将提供一个使用表的简单计算（Mn / bd2 vs calculation）。
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