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Recent content by DaveAtkins

  1. DaveAtkins

    Slab on Grade - Reinforcement Design and Placement

    You do not need to provide 0.5% reinforcement for such a small pad. That reinforcement ratio is for an infinitely large slab with no control joints. You should design the pad for any loads imposed upon it. I typically create a 3D finite element model supported on springs.
  2. DaveAtkins

    rectangular underground concrete vault built with single rebar mats in walls

    If you can justify the load path, you are OK from a strength and stability point of view. However, the corners could open up and allow ground water to seep into the vault. This in turn could lead to sink holes forming at the ground surface.
  3. DaveAtkins

    rectangular underground concrete vault built with single rebar mats in walls

    Normally the walls in a below grade vault are two way slabs -- they span horizontally and vertically. Without corner bars, I think your walls have to span vertically, from base slab to top slab. Are there no dowels between the wall and the base slab?
  4. DaveAtkins

    Effective Wind Area - Stud Wall with Parapet

    And to answer your original question, I have always used the entire height of the stud, including the parapet, to determine the C&C wind load.
  5. DaveAtkins

    Effective Wind Area - Stud Wall with Parapet

    When it comes to connections, I do not follow ASCE 7 literally. If you do, you need to calcuate the effective area to an individual fastener which makes the wind load unreasonably high.
  6. DaveAtkins

    Column Base Plate Anchor Bolts

    If there is room at the edges of the base plate, you could use steel angles (5" vertical leg and 3" horizontal leg), with the vertical leg welded to the base plate and the horizontal leg connected to the pier with adhesive anchors.
  7. DaveAtkins

    Two sided Soldier Pile Lagging Wall

    If you use steel H-piles for your soldier piles, you could weld plates on each side of the web, creating a slot for the timber lagging to slide down inside. For the first excavation, the lagging would bear on the flanges. For the second excavation, the lagging would bear on the plates.
  8. DaveAtkins

    Wind load on a Retaining wall

    You should include wind load in the proper load combination from your code. Wind can cause suction on a wall, thus adding to the driving force from backfill. However, with load combination factors, the case with wind load may not govern.
  9. DaveAtkins

    RISA Model - Beam not design for lateral-torsional buckling

    I assume that means lateral-torsional buckling does not apply to that particular member size. I recommend you check the design by hand to confirm this is the case.
  10. DaveAtkins

    Seeking Ideas for Impactful Structural Engineering Class Assignments

    I would have them design a portal frame by hand, a braced frame by hand, and a shear wall by hand. I would also have them do designs by hand in all four major structural materials - concrete, masonry, steel and wood. Have them design a spread footing by hand. And a cantilever retaining wall...
  11. DaveAtkins

    HP15C

    I loved the 15C back in the day. Been using a 35s for many years, it is similar to a 15C.
  12. DaveAtkins

    Bearing Capacity and Overburden Stress

    I totally disagree with you and your colleagues. Normally, allowable bearing pressure is NET allowable bearing pressure, excluding the overburden.

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