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v4.13.3 -
Updated the lifter reaction value to be unfactored, as reflected on the summary page.
Resolved an issue where the phi value was not correctly reported.
Fixed a bug that incorrectly set the cantilever deflection limit to 0.
v4.13.2 -
Fixed an issue of wind loads with different start and end magnitudes resetting when reopening the file.
Fixed an issue where strand eccentricity is causing deflections in the incorrect direction.
The issue of incorrect prestress losses in Asymmetric Panel using the Time Dependent method has been resolved.
The issue of incorrectly reported flexural utilization when the user inputs mesh in the top wythe in Asymmetric panel has been fixed.
The issue of beam-spring design only displaying errors for a single wythe and not allowing swapping to the other wythe has been resolved, now displaying warnings for both wythes.
The issue with edge lifter capacity being checked incorrectly has been resolved.
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