DS EC 05: Lateral torsional buckling of an H-section
Description Independent reference results Diamonds results and comparison Stability verification of the beam according to EN 1993-1-1 Intermediate results in...
Design
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DC EC 09: shear reinforcement (under 45°) in beam
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)
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
Description Independent reference results Diamonds results and comparison Longitudonal reinforcement calculated by Diamonds (EN 1992-1-1 [- -]) The reinforcement due... -
DC EC 05: longitudonal reinforcement in column under compression and bending
Description Independent reference results Diamonds results and comparison Longitudonal reinforcement calculated by Diamonds (EN 1992-1-1 [- -]) References EN 1992-1-1:...
