Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: structuralhawaii
  • Order by date
  1. structuralhawaii

    Enercalc Footing Design

    Try to read the enercalc manual, i think it should be there but normally we used it as a single layer. You can get the As from the actual moment to check if the rebars are sufficient.
  2. structuralhawaii

    Construction Joint Wait Time

    Analyzing your question, it seems you are trying to divide the garage into 3 segments?Is it possible to pour them at one time then put sawcut joints per 8ft on both direction?
  3. structuralhawaii

    lateral force restraint through out-of-plane bending

    Even me I will use R=2.5..#5 @ 24" o.c. sounds good in approach of 2006 IBC ASD..
  4. structuralhawaii

    Load Take Downs

    We're doing it by hand here..
  5. structuralhawaii

    Wood Tower Truss

    Yeah if its in the same plane..try to use pre-fabricated metal gusset plates.
  6. structuralhawaii

    ACI 318 - Spacing of Ties

    I agree with UcfSE..Please indicate what the drawings says..Dimensions are necessary to specify spacing requirements..
Back
Top