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The interaction of reinforced concrete sections under biaxial bending and axial force is taken into account in the definition of plastic joint, determination of unit deformation-plastic rotation demands and determination of plastic rotation-unit deformation limits within the scope of the evaluation of existing structures with the Assessment Based on Deformation Design (ŞGDT) approach .
Bilgi Düzeyleri ve Mevcut Malzeme Dayanımı
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Knowledge Levels and Current Material Strength
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In the reinforcement model, the maximum unit deformation value is taken into consideration as specified in Table 5A.1 as defined in Annex 5A of TBDY Section .
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