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 MintJulep 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: HSBNOLA
  • Content: Threads
  • Order by date
  1. HSBNOLA

    f'm v mortar strength

    No matter what the assembly strength (f'm) is, is the mortar (if type s) always 1,800 psi, per ASTM C270? f'm = 3,000 psi uses a significantly less mortar strength - seems odd at first glance.
  2. HSBNOLA

    ASCE 7-10 v Saffir-Simpson

    We are reviewing a building here in New Orleans for wind. The owner would like us to tell them what their building is rated for in terms of Hurricane Category. From the Windspeed by Location Website you can see: ASCE 7-10 Risk Category 2 - 144 mph MRI 50 year - 108 mph MRI 100 year -...

Part and Inventory Search

Back
Top