Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng 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. Jasonw567

    Canopy Wind Loads

    I'm not sure exactly which factors to apply in determining the uplift load on a canopy attached to a retail building in accordance with UBC 97. Currently I am using a factor of 2.0. Which came from 2.3(overhangs, slope < 2:12) + 0.5 (canopies) - 0.8 (100sf trib. area) = 2.0 For 100mph wind I am...
  2. Jasonw567

    Strengthen Existing Concrete Column

    I was planning on welding the channels to the existing base plate, and extending it if neccessary and adding new anchor bolts.
  3. Jasonw567

    Strengthen Existing Concrete Column

    I have thought about that. I don't have much experience with FRP. Can you get a large increase in a column's moment capacity with an FRP wrap? It was my understanding that this was mainly done to increase ductility for earthquakes.
  4. Jasonw567

    Strengthen Existing Concrete Column

    I am looking for the best way to strengthen some existing concrete columns. I am working on an existing concrete piperack with 1'-10" square columns. New equipment will be added to the existing structure. The wind loads introduced by this new equipment are causing the bottom 4 ft of the columns...

Part and Inventory Search

Back
Top