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  • Users: JSA
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  1. JSA

    Wood Beams in Torsion

    Does anyone have a reference for designing a wood beam for torsion. I took a quick look in Breyer's book and didn't see anything.
  2. JSA

    Composite Metal Floor Deck Deflection With Removed Support

    I'm trying to compute the deflection of concrete-filled metal floor deck, two-span condition after the center support is removed. The one-way slab is 3" deck with 6" concrete fill over the flutes for 9" total thickness. There are two 10-foot spans and the deck is continuous over...
  3. JSA

    Concrete Shearwalls with Openings Design

    In concrete buildings, the stair and elevator cores are often used for shearwalls. Also, there are often duct shafts that are a part of the use of the core too. This leads to concrete shearwalls with many openings. For the purpose of this question, consider a shearwall, one story...
  4. JSA

    Appropriate Live Load for File Cabinet Storage Room?

    I have been getting questions from clients lately asking about potential tenants who want storage rooms full of filing cabinets. I'm talking about the standard ones that must be about 4 to 5-feet-high ... and I'm guessing 15" x 30", arranged for efficient use of the room as a file...
  5. JSA

    AutoCAD and VB.NET

    Does anyone know AutoCAD's plans for the .NET framework? Seems to me that AutoCAD will have to support VB.NET (as opposed to C# or ?). Anyone with any info on this?
  6. JSA

    Learn AutoCAD VBA Seattle Area?

    Anyone know whene I can go to learn AutoCAD VBA in the Seattle Area? A local tech college offers VB but I cannot find AutoCAD VBA training anywhere, including Autodesk.
  7. JSA

    Thin Topping Slab

    We're looking to approve a thin, bonded topping slab. The substrate is a cast-in-place, structural concrete slab 8" to 9 1/4" thick spanning 28-feet, built in 1950 and designed for 125psf. The structural floor system is a two-way slab. For a renovation project, the architect has...

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