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Recent content by dgengineering

  1. dgengineering

    Long Shear Wall

    the other wall is already a shear wall
  2. dgengineering

    Long Shear Wall

    how would that work? please explain more
  3. dgengineering

    Long Shear Wall

    here is the PDF of floor plan and elevations
  4. dgengineering

    Long Shear Wall

    no, there aren't any other walls on that line. I will attach a sketch
  5. dgengineering

    Long Shear Wall

    Hi everyone, I am designing a 2 story house with a balloon framed stairway 23' high. The wall there is 4.5' so if I design it as a shear wall it exceeds the 3.5 ratio. I know it should have a lateral system but what can I use? Maybe hardy frames stacked together? Please help me with this...
  6. dgengineering

    Seismic Analysis for Trapezoidal Shape House

    Yes, that makes sense. Thank you HD
  7. dgengineering

    Seismic Analysis for Trapezoidal Shape House

    Hi Everyone, I am designing a trapezoidal shape house and I wanna know how to get the reaction on the inclined shear wall. If I assume earthquake hits from either x or y direction then it's easy to find the reaction on that shear wall using the angle. But what if the earthquake direction is in...
  8. dgengineering

    Shear wall schedule and notes

    Hello everyone, Where can I find good shear wall schedule and notes? I searched online and couldn't find anything useful Thank you
  9. dgengineering

    Deck Knee Brace

    I will use H2.5 clips both sides. I think that will work
  10. dgengineering

    Deck Knee Brace

    Hello everyone, I am designing a deck with knee braces. It's designed as a separate structure so there is a gap between the existing house and the deck. Because of this gap knee brace has to be connected to the blocking between deck joists, not to a beam. Please see my sketch to visualize this...
  11. dgengineering

    Truss Cut

    Thank you everyone for your help. One more question. If they drill a hole in the beam for the threaded rod, it weakens the beam, right? It's gonna be in the tension zone. The truss bottom chord is 2x4 so let's say they use MST straps it's wider than 2x4 members. My solution is to sister the...
  12. dgengineering

    Truss Cut

    what if they put straps for tension on each cut?
  13. dgengineering

    Truss Cut

    Hi everyone, I have a remodeling project and it's under construction now. The builders cut the existing truss bottom chord to place a 21' span beam where the wall used to be. The inspector wants approval for this. The beam was designed for ceiling loads since the architectural plans didn't...
  14. dgengineering

    Deck Seismic Analysis

    Hi everyone, My client is adding a deck to an existing 2 story house ( See the sketch attached). The city requires that we check existing house for additional load per IEBC section 1103.2. My plan is to do a seismic analysis of the existing building alone and then with the deck. After that we...
  15. dgengineering

    Attached Deck Seismic Analysis

    Very helpful, thank you

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