Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Search results for query: *

  1. jwright81

    Bending A307 Anchor Bolts

    Seems to me that if you tried to heat the bolts to strighten them, they would become brittle. If you could find a good welder, you could install washers at the bolts, then slot the holes in the plates.. Put the column down over it and put washers and the nut on the bolt. You would have to weld...
  2. jwright81

    Repair of Wood I-joist

    I completely agree with CVG. There are methods of repairing these but I would leave it up to the manufacturer to give the repair because of liability issues. I would agree with the plywood box beam thought and would also consider a steel plate with lag screws. You would have to pre-drill the...
  3. jwright81

    Bond Beam Spacing

    Does anyone know where to find the min interval spacing for bond beams in CMU blocks? Any help would be appreciated. (I have a feeling it is in the masonry code--but where??)
  4. jwright81

    Cold joints in concrete

    I am revieweing a residential structure and a cold joint has been noted around the ENTIRE exterior of the home. It is my uderstanding that 2 hours passed between pours and honeycombing has appeared all the way around the exterior of the home. Does anyone have anything to say about cold...
  5. jwright81

    ndt: renovation of existing structure

    You may want to look into doing some intrusive testing. Some concrete companies have x-ray machines they can use to tell where/size of rebar present. They can also core a sample and tell you the strength of it.

Part and Inventory Search