RAM Concept Help

Section 8.1.5 Ductility of Beams in Bending

  • See "General Design Approach" for general information on cross section calculations.
  • The neutral axis depth (k ou ) is limited to 0.36 per section 8.1.5. Reinforcement is added to minimise the neutral axis depth.
  • If the reinforcing bar covers are such that the compression bar is outside of the 0.36 d zone, then a solution may not be possible.
  • In certain circumstances it may not be possible to simultaneously provide positive moment ductility and negative moment ductility. This most commonly happens if there is a large post-tensioning tendon near the center of the cross section.