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  • Users: AndBre44
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  1. AndBre44

    Worries about Torsion; Framing of a Cantilever Deck

    Looking for some thoughts on solving a free body diagram after adding in a few variables. For context, this is a home with a cantilevering deck at the second floor that is then being placed over a full glass wall (minus some small 8" wall cavities for HSS columns for a moment frame), with a deck...
  2. AndBre44

    Exterior decking FBD - Am I overthinking the torsional action?

    I posted this in the wrong forum, though I'm unsure how to fully remove it from the website; I've reposted it here: https://www.eng-tips.com/threads/worries-about-torsion-framing-of-a-cantilever-deck.524107/ Apologies for the mistake.
  3. AndBre44

    TJI Floor Joists as Floor Diaphragm @ Basement Wall - Compression Issue?

    Looking for a second opinion on something - I have a basement wall that's retaining 12ft of soil for a basement, with the first floor being an 11 7/8" TJI floor system and the basement slab being present at 11.5ft below grade. Now, whenever I specify TJI joists, I don't consider them being...
  4. AndBre44

    Soil Weight from Active Pressure Side of Retaining Wall - Does This Add to Resistances?

    Hello all, looking for some thoughts regarding applied soil weight & pressures in a retaining wall design. I began designing reinforced concrete retaining walls from "Design of Reinforced Concrete" by Jack McCormac, which I was recommended by a peer of mine, and I've been following a similar...
  5. AndBre44

    Tiered Retaining Wall with Geofabric

    Looking for some guidance as someone who is in unfamiliar territory; I have a situation where a client is looking to install a tiered retaining wall in their residence backyard to replace a currently failing wall. They're looking to use a tiered wall design, and rather than poured concrete are...
  6. AndBre44

    Plywood Diaphragm Attachment to Steel Moment Frame

    Looking for some guidance from those who have more experience then myself. I have a case for a one story building design where I need a moment frame to pick up an approximately 7k lateral load with 17ft of wall length with a rather large door/glazing opening leaving me with too little full...
  7. AndBre44

    Timber Pile Installation Criteria

    Hey all, just looking for some general information/guidance as I look into some information regarding timber piles. I have a client who's building a home near the coast with poor soils from grade to approximately 17 feet below grade, and groundwater present around 10-12ft below grade as well...
  8. AndBre44

    Result of Temporary Bolt Holes in Permanent Wood Beam

    I'm currently reviewing a situation where my GC needs to put up a temporary wood guardrail around a balcony area as a means of fall protection/so that they can store materials outside. The framing is already installed to the contract drawings, and will be able to handle the expected live loads...
  9. AndBre44

    Grouted Helical Pile Capacity/Required Depth

    Looking for some general information from those much more educated on the topic than myself: I have a job site where we have poor quality soils, so we're using helical piles to support the building load. The piles were expected to only go down to about 20 ft before reaching their intended sandy...
  10. AndBre44

    C.F.S. Floor Framing Side-Lap Connection?

    I have a situation where I'm using a cold formed steel flor framing (Specifically Marinoware JoistRite members) for a renovation of a run down brick building. One thing that I've been unable to find a solid detail/"how to" of, is a side lap connection of C.F.S. members to transfer diaphragm...
  11. AndBre44

    Cribbing Layers Required to Spread Load Effectively

    So I have a situation where I'm attempting to shore an existing steel beam taking on about 760lb/ft across a 53ft length, as the client is removing the bearing wall that's currently supporting one end of the beam. The primary issue here is that there is a cellar below the floor this is being...
  12. AndBre44

    Temporarily Reinforcing Existing CMU Wall

    Hello all, I'm hoping someone here can look at my methodology of reinforcing an existing CMU wall for a new building construction. The plan is to demolish the East, West, and South walls but maintain the North most wall for the new building construction, as well as the slab of the original...

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