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This document calculates the long-term deflection of a reinforced concrete cantilever beam subject to permanent and shrinkage loads. It determines the neutral axis location and moment of inertia for both uncracked and cracked sections. It then calculates the effective curvature due to bending and shrinkage. Using this, it determines the long-term deflections due to permanent and shrinkage loads. The total deflection is found to be 2.85mm, which satisfies the serviceability limit state criterion of 8mm. Ther

Author

Mayoo Laxman

Language

EN