The shear strength designs recommended by the MC 2010 are analyzed. It is noted that despite the multiformity of shear failure types observed in experiments, the MC 2010 takes into account only two types: on the Critical Inclined Crack (CIC) and on the web concrete crushing. It is shown the nonvalidity of opinion concerning exclusive great importance of interlock forces in the crack for shear bearing capacity. It is emphasized the need to reveal the cause of considered problem complication, i.e. missing information which must be included into model.
An efficiency of the application-specific processors (ASP) optimization design using C2HDL Chameleon tool and Altera IDE is explored. ASP optimization design supposes to perform the following actions: the set of ASP IP cores synthesis, their FPGA implementation and comparative analysis, optimal version selection according to given criterion.