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!

Recent content by 2H3lp

  1. 2H3lp

    Clarification on the Interpretation of the Exception on Appendix D

    Thank you Sandman21. My next question then is: How can one know if (Fp=0.8*SDS*Wp) is greater than the force we get if we multiply by the 2.5? Or should we not even go there? Just check the Fp from the wall and move on? Thanks again,
  2. 2H3lp

    Clarification on the Interpretation of the Exception on Appendix D

    IBC 2009 Section 1908.1.9 exception 2 waives the ductile design requirement for anchors that resist wall out of plane forces determined per ASCE 7 eqn. 12.11-1(Fp=0.8*SDS*Wp). My question is: does this wall have to be a non-load bearing only? Or, can it include load bearing (you know axially...
See more

Part and Inventory Search

Back
Top