Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK 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: ack
  • Order by date
  1. ack

    Wall Reinforcement

    sorry, the slab positive moment should read M=wl^2/8.
  2. ack

    Wall Reinforcement

    How should I design vert. reinforcement for the outer face of a foundation wall spanning vertically betweem two levels? Should I just put in some minimum reinf.? Inner face vert. reinf. will be designed for moment = wl^2/8. Is this resonable? A similar question for slab having only one span...

Part and Inventory Search

Back
Top Bottom