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 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. A

    NCSP-2015 to ASCE 7

    I need to design a steel structure in the Philippines. I've calculated seismic loads according to NSCP 2015, but the structural design must comply with ASCE 7, AISC 360, and AISC 341. In NSCP 2015, if I use R=3, seismic detailing provisions are not required. However, under ASCE 7, structures...

Part and Inventory Search

Back
Top