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...
Design
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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:... -
DC EC 08: cracking widths in beam under pure bending (SLS design)
Description Independent reference results Diamonds results and comparison Cracking width in a SLS QP combination calculated by Diamonds (EN 1992-1-1... -
DC EC 04: cracked deformation in beam under pure bending (SLS design)
Description Independent reference results Diamonds results and comparison Cracked deformation in SLS QP calculated by Diamonds (EN 1992-1-1 [- -])...
