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This document summarizes a paper presented at the National Conference on "Computer Aided Analysis and Design of Structures" (CAADS-2016) with the paper ID CAD34. The paper discusses reliability analysis of flanged reinforced concrete beams in the limit state of cracking. It aims to establish the probability distribution of surface crack widths through digital simulation and Monte Carlo analysis. The paper generates random samples of crack widths based on variations in basic design parameters. It then perfor

Author

Vikram

Language

EN