COMPUTER-AIDED ANALYSIS OF THE REINFORCEMENT OF A LOGGIA SLAB THAT HAS A BRICK BARRIER
Pages 221 - 225
In the paper, the author demonstrates the possibility to take account of effective stiffness of the
barrier in the analysis of the reinforcement of a loggia slab based on the condition of deflection. No
enhanced reinforcement is needed, unlike in the event of a manual analysis.
The method of computer-aided analysis proposed by the author may be applicable to the
analysis of monolithic mushroom structures, particularly, to those sections that are located below the
walls. The amount of reinforcing steel saved through the application of the proposed methodology
may exceed 50 %, if the boundary deflection values are taken into account.
DOI: 10.22227/1997-0935.2012.8.221 - 225
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