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Continuous Beam Deflection Analysis by gangesh is a document available to read on EtoBox.
This document summarizes the calculation of short term and long term deflections for a continuous beam with an effective span of 6500 mm, depth of 600 mm, and reinforcement details. [1] The short term deflection under factored loads is calculated as 7.40 mm. [2] Long term deflections due to shrinkage and creep are calculated as 0.55 mm and -0.95 mm respectively. [3] The total deflection of 7.00 mm is less than the permissible deflection of 18.57 mm.
- Author
- gangesh
- Language
- EN