Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations SSS148 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: DCKlyce
  • Content: Threads
  • Order by date
  1. DCKlyce

    AASHTO - Wind Load to Substructure

    I interpret in AASHTO standard spec section 3.15.2.2 that the area of the substructure for the end and front elevations should be calculated as set values. The 40 psf wind load should be resolved into an end and front component such that the resulant remains 40 psf. For example, for a 0 degree...
  2. DCKlyce

    contract joint

    For contraction joints in a reinforced concrete wingwall that is on a spread footing, is the joint typically placed in the footing as well? The project is in Delaware. The footing has 2 feet of cover.

Part and Inventory Search

Back
Top Bottom