Design

•  DC EC 11: longitudinal reinforcement in beam under pure bending (doubly reinforced – ULS)  Diamonds

  Description Independent reference results Diamonds results and comparison Longitudinal reinforcement calculated by Diamonds (EN 1992-1-1 [- -]) 1. Although the...

•  DS EC 05: Lateral torsional buckling of an H-section  Diamonds

  Description Independent reference results Diamonds results and comparison Stability verification of the beam according to EN 1993-1-1 Intermediate results in...

•  DC EC 09: shear reinforcement (under 45°) in beam  Diamonds

  Description Independent reference results Diamonds results and comparison Shear reinforcement calculated by Diamonds Web reinforcement due to shear calculated by...

•  DC EC 10: stress limites in beam under pure bending (SLS design)  Diamonds

  Description Note: this model is similar to DC EC 04 and DC EC 08, but we’ve increased the loads so...

•  DC EC 06: 2nd order effect in a column  Diamonds

  Description Independent reference results Diamonds results and comparison Longitudinal reinforcement calculated by Diamonds (EN 1992-1-1 [- -]) The reinforcement due...