Comments (2)
@robbievanleeuwen, noted as well just now that the docstring in AS3600.moment_interaction_diagram
also needs to be updated as it does not reference the updated limits or control point changes that were made. For example, docstring still references lower limit as being zero curvature tension
, but you've redefined it as ("N", 0.0)
, similarly for the control points reference kappa0
, but this is not included any more.
from concrete-properties.
Thanks for this, I think this ties in closely with the third task in #68 so hopefully I can fix this as well!
from concrete-properties.
Related Issues (20)
- m_xy results not maintaining sign at max tension/max compression for plotting HOT 1
- Feature request: add consideration of axial load to moment curvature analyses HOT 4
- AS3600 Moment Interaction - change theta
- Incorrect strain being returned from ConcreteServiceProfile HOT 4
- add predefined unit scaling option to print_results methods HOT 7
- Odd moment curvature results.... HOT 5
- Improve adaptive curvature step in moment-curvature analysis HOT 8
- Analysis assumptions in docs
- Calculate moments about gross concrete centroid
- Add warning for simple stress-strain profiles re:moment-curvature analysis
- Analysing doubly symmetric reinforced section at 45 degree angle, weird behaviour, crashes kernel...? HOT 1
- Small ambiguity in the docs for net axial load definitions for ultimate_bending_capacity() methods. HOT 5
- Moment interaction diagrams should terminate at M=0
- pip install doesn't include design_codes HOT 3
- Add support for ACI 318-19 HOT 6
- Cracking moment calculation does not consider axial load effects. HOT 1
- Strand stress-strain profiles have compression branch. HOT 2
- example for Generic Concrete Ultimate Profile in materials.rst HOT 2
- Plotting stresses fails in some cases HOT 3
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from concrete-properties.