Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski 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: mchen96
  • Content: Threads
  • Order by date
  1. mchen96

    Anchoring Rebar - Welded to Anchor Bars or Bearing Plates

    Hi, Is there any rational design method for anchoring bars by welding them onto horizontal anchor bars and/or bearing plates? Alternatively, is there any good design reference that anyone could recommend? We know it obviously works (else corbels would be failing everywhere), but I'm searching...
  2. mchen96

    Truss Bridge Stringer Secondary Stresses

    Hello, I'm currently designing a truss bridge that consists on longitudinal stringers connected to transverse floorbeams, which are subsequently attached to the truss nodes. I have a feeling I'm overthinking the issue, but since Google hasn't given me a concrete answer, I'd like some...
  3. mchen96

    Moment Magnification Question

    Hi, I have a question regarding an inconsistency between the AASHTO LRFD and the ACI moment magnification equations. When calculating the critical buckling load Pc (ACI 318-14 Eq. 6.6.4.4.2 / AASHTO LRFD-2017 4.5.3.2.2b-5), one has to calculate an effective EI. To account for creep effects...
  4. mchen96

    Lateral Pressure Coefficient k0 for compacted soils

    Hi, What is the recommended method to estimate the lateral pressure coefficient k0 for compacted soils (for a culvert design)? I am aware of the k0=1-sin(ϕ)×OCRsin(ϕ) equation, but I'm not really sure how one would estimate the over consolidation ratio for a compacted soil. Is there a...
  5. mchen96

    Toeless Cantilever Retaining Wall Strut and Tie

    I have a question regarding the design of the connection of a toeless rc retaining wall. I've seen this post and I'm well aware that the detailing of the joint for toeless retaining walls is more elaborate than just developing the bars. Does anyone has a strut and tie model sample for fig 13-29...

Part and Inventory Search