Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations cowski 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. cliziagatto

    Provisions of Chapter 21 in Linear Elastic Range of Response

    Hello all! I'm designing a structure in seismic zone disregarding the provisions of 21 Chapter of ACI 318-08 because I'm using the Elastic Response-Spectrum to evaluate the seismic forces. So I don't need to assign a seismic design category to the structure (SDC). My structure won't go in...
  2. cliziagatto

    ACI Load Factor for f'c(90-days)

    Hello all! Due to temperature problem we need to work with Low-Heat (LH) cement but is impossible to obtain the needed 28-days concrete resistance. For this reason we are re-designing with 90-days concrete resistance. But, what about the Load Factor in ACI 318? This load factors are calibrated...

Part and Inventory Search

Back
Top Bottom