Continue to Site

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 Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: YunJW
  • Content: Threads
  • Order by date
  1. YunJW

    Concrete Column in seismic zone 4 (AASHTO LRFD 2012, Bridge Design Specifications 6th)

    Hi all, In "AASHTO LRFD 2012, Bridge Design Specifications 6th", there is rule for splice in column of seismic zone 4 as below. 'clause 5.10.11.4.1f - Splices The spacing of the transverse reinforcement over the length of the splice shall not exceed 4.0 in. or one-quarter of the minimum member...
  2. YunJW

    P-M interaction diagram of Concrete section

    Hello all, I have some doubt a P-M interaction diagram of concrete section. I got a result as attached figure. I think "It's OK", however any others told "It's NG". I think it is OK, because Mr > phi Mn. Any others told design force is not placed inside P-M line, because it's NG. I want to...

Part and Inventory Search

Back
Top Bottom