New ADAPT-PT limitation added and change made to ADAPT-Floor Pro limitation

[2/12/2010] Shear Reinforcement for ‘I’ sections
 When ‘I’ sections are used, the top flange width must be greater than the stem width for the shear reinforcement calculations to be initiated.

 [1/20/10] Only one “Cracked Deflection” combination can be considered at a time
When the analysis/design option “Cracked Deflection” is considered in a Floor Pro model, this is only valid for one combination at a time for PT slabs.  Conventionally-reinforced slabs modeled in Floor Pro can have multiple cracked deflection combinations.  This is a limitation in the program.  We are working on implementing an automatic long-term deflection feature which will improve this functionality.

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