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Table of Contents

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.

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.

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