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  1. Reemmarie

    Sesimic design of wood frame multi-family yownhomes

    The architect wished to discontinue the floor sheathing at party walls between adjacent units. (this will leave 1" gap that will be filled with fire stop metal strip). By doing this, floor diaphgram discontinues. Shall I design the party wall on each side of the gap as a shear wall?? or shall I...
  2. Reemmarie

    welded knee mitred beam-column moment connection

    I am using CISC (canadian code).. but if AISC has some guidance, it would be ok as well Thanks
  3. Reemmarie

    welded knee mitred beam-column moment connection

    I need help designing a Knee mitred moment connection. can you guide me to any publication or codes?? Thanks

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