Reinforce concrete column under biaxial bending

  1. I've made a program with Mathematica that will compute the load along with the moments sustained by a concrete column given the stress block area and orientation(in other word the neutral axis center location and the angle it makes with the horizontal). However I am facing an issue with setting the upper limit for the distance of the neutral axis to the top left corner as shown in the attached picture. I would like if anyone could help me.
     

    Attached Files:

  2. jcsd
  3. Are you breaking the section down into layers?
     
  4. Please clarify your question.
     
Know someone interested in this topic? Share a link to this question via email, Google+, Twitter, or Facebook

0
Draft saved Draft deleted