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 LittleInch 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: Sharoan M
  • Content: Threads
  • Order by date
  1. S

    Slab on Grade

    Hi, I have a question regarding slab-on-grade capacity checks. According to ACI 360R – Design of Slabs on Ground (Table 4.2), the factor of safety for concentrated loads (such as rack post loads) is between 1.7 and 2.0. Does this mean I need to apply the factor of 1.7 only to dead loads and...

Part and Inventory Search

Back
Top