Abstract
Abstract
The paper presents a brief outline of an analytical and experimental procedure adopted for the generalized solution of bending of a uniformly loaded infinite flat plate structure, rigidly clamped in regularly spaced rectangular columns to form regular rectangular panels of slab. The complex variable method in conjunction with conformal transformation has been adopted for the analytical solution, the results of which are verified by model testing on the moiré apparatus. The close agreement between the compared theoretical and experimental results indicate that the analysis yields reliable results.
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