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  1. K

    MWFRS & C&C

    Thank you for your response! Yes, you are correct regarding the diaphragms. I will work out these pressures accordingly.
  2. K

    Dry Flood Proofing CMU Block Wall

    Good Afternoon All, I'm designing a new construction building that needs to be dry floodproofed. Per the NFIP Technical Bulletin 3, I'm trying to determine the seepage does not exceed 4" within the 24 hour period. I'm using the calculations from Appendix B which uses the test sample H but they...
  3. K

    MWFRS & C&C

    Good Afternoon All, I'm seeking some help on how to approach an irregular design that was designed by a "creative" Architect. I need to model a Two-Story Building with an open (3) Multi-gabled open roof structure. I need to find the MWFRS & C&C for this scenario. Typically I use Mecawind...

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