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  • Users: ngedm
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  1. ngedm

    seismic design

    shall shoring of formwork be designed for seismic loads?
  2. ngedm

    reinforcement splice in slender columns??

    anyone knows if there's a clause in the ACI 318 that does not allow for splices in reinforcement in slender columns? thanks a lot
  3. ngedm

    shear modulus for wood? inexistent?

    should i consider shear modulus for wood in design? or is it inexistent? Thanksa lot
  4. ngedm

    better to work for a small or big company?

    Hello, what would be the advantages and disadvantages of working for a small and for a big company? Thank you once more ngedm
  5. ngedm

    what should i know about earthquake design?

    Hi again, I'm a young engineer, with a couple of years in design experience. I live in a zone 0 seismic area. I want to relocate to a zone 3 or 4 area. What do you guys think it is important to know about seismic design?
  6. ngedm

    site inspections of concrete structures

    How accurate (rigorous) should we be with site inspections of concrete structures? My question concerns, bar lengths, concrete cover, hairpin ties size, etc.
  7. ngedm

    hs sections

    Is it true that HS sections don't buckle under compressive loads? and why does that happen? Thank you ngedm

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