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  1. WTT1

    Need Help/ Opinion of Classification of Structure (Porch Addition) Based on ASCE 7-10 or ASCE7-16

    Hello, Can you all give me your thoughts on this. I'm struggling to put this one in a classification. I have not used ASCE 7 very much at all. The front opening is 10*10, the side opening is 5*10. Porch is 10*10, Roof line is 10*16 (on the angle). It has a full back wall, full left wall, and...
  2. WTT1

    TR14 NDS Application Example/ Help Needed ("Effective Length")- Continuous Beam with Inflection Points

    Hello, Could someone here help me understand the process of using NDS TR14 and how to apply it to the attached beam. I don't think I understand the process. Do I look at this as 3 separate spans and find the maximum moment inside of each span as well as the quarter moments in each span for use...
  3. WTT1

    Structural 3d Modeling- Theory help needed (AWC/ NDS- Deck)

    Hello all, I'm hoping someone here can help me understand if I have modeled something correctly (Moment releases). Or if someone that has good experience can help me understand if the software is working in the way I would believe by intuition. I have little experience with these type software...
  4. WTT1

    Deck Pier/ Column Footings (Small Loads)- Confused myself completely (theory/ practical discussion)

    Hello all, This is the first post I have added here. Maybe it will help someone in the future and myself in the near term. I'm a civil engineer (PE) for the DOT so I have a bit of educational knowledge but 0 real world knowledge in the subject I'm posting about. Essentially, I have read so much...
  5. WTT1

    ASCE 7-05 Wind Load- Needing a little beginner help/ explanation

    Hi all, And thanks in advance for any help you guys can shed on my question. I believe it is an elementary but hopefully I can explain it thoroughly. So I am working on a carport structure. It has a gable roof with dimension of 30' perpendicular to ridge and 18' parallel to ridge. I have...

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