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v4.0.2 -
Resolved a crash issue occurring when a column design had a fixed bottom connection but no top connection.
Corrected the functionality of the "live load scale factor," ensuring it now operates as expected.
Added support for negative elevation inputs under loading conditions.
Fixed an issue so that seismic load added as a percentage of dead load functions as intended.
v4.0.1 -
Fixed a bug causing the analysis section to rotate incorrectly during analysis.
Resolved an issue with incorrect edge lifter reported values during erection.
Corrected a problem where the shear check displayed as NaN when the moment was 0 at the top of the column.
Fixed an issue where the d value was not updating correctly.
Addressed a malfunction where the fillet option was not functioning properly.
Fixed an issue where the controlling allowable shear spacing method was not displayed correctly for 318-19.
Fixed an issue where certain seismic loads were ignored due to load patterning, ensuring all seismic loads are now correctly recognized and applied.
Fixed issue where PM Diagram could be drawn incorrectly.
Corrected an issue where axial utilization values greater than 1 were not being flagged.
v4.0.0 -
ACI 318-19
The user can now specify if design should follow ACI 318-14 or ACI 318-19 on the Design Criteria tab under Specification.
This option changes many calculations. To summarize the changes in more detail, see the page ACI 318-19 Changes.
New analysis option for confinement factors for mild development length of bars with hooked or headed ends.
This option behaves slightly differently depending on if ACI 318-14 or ACI 318-19 are being used. More information can be found in the documentation for the option.
New load pattern selector
New options can be found throughout the Analysis Report which can be used to specify which load combination / load pattern should be used for the corresponding output.
These options allow the user to use the worst case or specify the following:
Load Combination
Live Load Case
Wind Load Case
Seismic Case
Location on Column (when applicable)
The options can be found on at the following sections throughout the output:
Strength Results
Service Results
Detailed Flexure
Cracking Behavior
The user can now specify if the design should be checked as a cracked section.
Report Optimizations
The time required to refresh the output has been drastically reduced. This should result in a faster analysis time and make the output more smooth when navigating.
v3.13.3 -
Grids will now split across multiple pages correctly if printing.
Load descriptions are now being saved to disk. .
v3.13.1 -
Fixed shear issue where if the user selected ‘Reinforcement CG’ for their ‘d' location, the 'd’ could be over estimated depending on loading levels.
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