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The document contains design calculations for deflection of concrete structures according to ACI 318M-99, detailing compressive strength, moment of inertia, and deflection under various loads. Two separate calculations for different building sections (Rectangular and T-Section) are provided, including results that indicate whether the structures are likely to be damaged by large deflections. The results show that for both sections, certain deflection limits are exceeded, indicating potential issues with str

Author

Hilmy

Language

EN