Given a linear oε-diagram of concrete and the cross-section of a concrete beam. fcd 0.9% 00 Assumptions: Steel B500; fyd

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Given a linear oε-diagram of concrete and the cross-section of a concrete beam. fcd 0.9% 00 Assumptions: Steel B500; fyd

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Given a linear oε-diagram of concrete and the cross-section of a concrete beam. fcd 0.9% 00 Assumptions: Steel B500; fyd-435N/mm² Concrete C20/25 cover: 25mm. 3.5%00 800mm Determine the tension force N, in the steel. Determine the height of the moment-arm z. Determine the moment capacity of this Cross-section. 400mm Don't use tables or standard formulas, deduces them yourself. 2010 2010 2010 4025 Ø10-150
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