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: Timoteo811
  • Content: Threads
  • Order by date
  1. Timoteo811

    ACI Factor of Safety Based on Design Strength?

    Do the ACI load factors depend on the late gain strength of concrete? Specific question: Both Field and Labortory test come back below strength at about 85% of fc'(28 day). Testing at 56 days shows that the strenth is about 90% of desing strength. Knowing that there is still some design...
  2. Timoteo811

    OSHA Guardrail End Post Clearance Requirement

    I am working on a project with an elevated mechanical platform that requires a guardrail and kickplate. During inspection I noted that the guardrail and kickplate end 12" from a wall perpendicular to the direction of the rail. Reviewing OSHA and IBC codes I can not find a requirement for the...

Part and Inventory Search

Back
Top Bottom