Modify assumed cracked settings
You can graphically review and modify the assumed cracked setting of the concrete beams, columns and walls in a Review View using Show/Alter State - Assume cracked.
Review assumed cracked settings
Set as fully cracked or uncracked
Set as partially cracked
Toggle assumed cracked settings
Review Wall Stress
Review Wall Stress - limitations and assumptions
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Only meshed wall panels are considered, mid-pier walls are excluded.
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The analysis type specified in Design Settings>Analysis determines which set of analysis results are used for the review.
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For the above analysis type, the loadcases and combinations considered are those from the last performed building analysis of that type.
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This gives you the flexibility to review the stresses for a subset of loadcases/combinations if required.
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By running Analyse All you can ensure all active gravity, lateral and seismic (not seismic RSA) combinations have been considered.
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Stresses are available for seismic but not for seismic RSA combinations - these are beyond scope. (Review Wall Stress is more particularly aimed at determining the cracked status of panels under wind loading).
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Chasedown results are not considered.
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Axial load reductions are always taken into account.
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The maximum stress value from all nodes for all analysed cases/combinations is reported in a tooltip for each panel. This value is used to determine if the stress threshold has been exceeded.
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The reinforcement content in the panel is not considered in determining the stress value.
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The loading droplist in the status bar does not filter the status for individual cases/combinations.