Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations waross on being selected by the Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. UncivilEngineer

    Cantilever CIP Retaining Wall Software

    Can anybody recommend a decent and reputable software package to use for designing CIP cantilever retaining walls? I need the ability to design per various design guidelines and codes, model special loading conditions, and chose alternate rebar options and configurations. Thanks.
  2. UncivilEngineer

    Pressure Diagrams (Lagging)

    This is an interesting topic. I often struggle with lateral earth pressure assumptions for permanent cantilever soldier pile walls using precast concrete lagging panels. As I understand it, the sliding wedge method and other similar models that allow a reduction in lateral earth pressure on...
  3. UncivilEngineer

    Wind Loads on Soundwalls - AASHTO LRFD Bridge Design Specifications (2013)

    Thank you very much. As I suspected, this confirms to use z=30' for wall heights <= 30'.
  4. UncivilEngineer

    Lateral RW pressures for UDL &amp; Point loads

    I meant Ko (not Kp). Ko would be appropriate for non-yielding walls under this approach. How do you edit posts here?
  5. UncivilEngineer

    Lateral RW pressures for UDL &amp; Point loads

    For uniformly distributed surcharge loads you could use a Rankine approach using either Ka or Kp. For example, p = q x Ka
  6. UncivilEngineer

    Wind Loads on Soundwalls - AASHTO LRFD Bridge Design Specifications (2013)

    It's unclear to me as to how to compute wind loads on soundwalls per the above-referenced AASHTO, specifically for wall heights less than 30 feet. Section 3.8 provides equation 3.8.1.1-1 for calculating Vdz to then use in equation 3.8.1.2.1-1 to calculate the design wind pressure (also...
Back
Top