[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.