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  • As discussed in #31, implement a moment interaction analysis that is confined to a constant ``m_x``/``m_y`` plane. Using this, extend biaxial analysis to 3D interaction surface.

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  • Implement prestressing into *concreteproperties* - New material object to represent a strand with method to apply a prestressing force or stress e.g. ``apply_prestress()`` - New built-in stress-strain profiles for easy use with strands - Cracked propreties accounting for prestressing - Moment curvature analysis for non-zero axial load - Ultimate bending capacity accounting for prestressing - Verification of interaction diagrams - Stress analysis

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    2/2 issues closed