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v3.9.0.0
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.
v3.13.0 -
The “Analysis Results” section is now called “Analysis Report”
The “Load Case Results” section is now called “Analysis Results”
The now “Analysis Results” section changed as follows
Added a section showing the combination envelopes for both strength and service combinations
Added a section summarizing kl/R for each span
Added a section summarizing the second order effects and how much they increased your demand (for strength).
v3.12.5 -
Fixed issue where an additional support could be added if all supports were springs.
v3.12.4 -
Fixed issue with shear near ends reporting 0 capacity.
Fixed issue with flexure reporting 99 utilization when demand was 0.
Fixed issue with false deflection errors.
Corrected drawings for stirrups on the summary sketch.
v3.12.3 -
Fixed issue with deflection graph having the wrong sign for deflections in the 'y' direction.
Tweaked tolerances to improve convergence.
Changed equations for ACI 318-14 Table 6.6.3.1.1 to use absolute value for demand.
v3.12.2 -
Improvement to performance
Fixed issues with end shear reporting 0 capacity and with flexure not converging.
v3.12.0 -
‘cb’ term in the mild development length equation had a conservative error. This was using clear covers and spacings when it should have been using center distances. This was increasing development lengths.
The user can now define a Ktr value for mild development length.
Added extra analysis points near the end of the column to facilitate locating 'd' when no reinforcement exists.
v3.11.1 -
Added option for how dv is computed for prestressed members (same as mild)
Fixed issues where the program would crash with no steel
No longer user plain concrete for columns
Shear updated for members without reinforcement, it will now look within h/2 for a section with reinforcement. If a section is found, the 'd' from that location will be used.
Updated how the controlling section for Axial / Flexure is selected.
v3.11.0 -
Cleaned up UI to not display options that are invalid
Fixed issue causing shear to not be using input fy for shear
v3.10.2 -
Fixed bug causing PM Diagram to shift vertically.
Fixed stripping lifter quantities saying it was 0.
v3.10.1 -
New Features / Improvements
Help → Tech Support points to new tech support website
Zoom improvements
Bug Fixes
Fixed issue with additional self weight causing very conservative handling results
v3.9.3 -
New Features / Improvements
Changed the way controlling flexure location is selected to account axial utilization
Axial table now, correctly, displays developed steel area
Bug Fixes
Printing fixes
Fixes for duplicate result location
Fixes for update bug
v3.9.0 -
New Features / Improvements
Shear table now gives controlling equation for maximum transverse spacing
Updated printing routines to be more stable and use less memory
Bug Fixes
Can now cancel an in-progress analysis
Misc. stability improvements
v3.8.0
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New Features / Improvements
Added load case results table
Bug Fixes
Stability improvements
Fix issue where S&H stages had negative reactions
Printing fixes
v3.7.5
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New Features / Improvements
Removed option for checking shear spacing per chapter 10. This option is now always used when applicable.
Tables in output now have an option, under File → Result Points, to automatically add a row if that location contains a design deficiency.
Distributed loads now assume suction is acting in the opposite direction. The wind loads grid was updated to reflect this change.
Bug Fixes
Fix units issue on detailed flexure summary
Fix unit problem on additional self weight option
Fix for load summary labels not being pulled over correctly.
Fix issue with live load patterning now showing all results in output
Fixes for moment magnification now running.
v3.6.0
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Updated documentation.
Load summary added to analysis report. This section summarizes all applied loads and all load.
New Print window.
Combine summary and combination tabs
Both the service and strength section of the report now contain a single tab instead of two. On this tab the user can now select as many combinations as they want to be summarized.
Updated navigation of data grids in the program.
Multiple bug fixes.
v3.5.0
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New Features
Added option under File → Options to reverse the table order in the program. When reversed, all output tables will have the top of the column be the top of the table
Added an option for an additional LL multiplier. This can be used to apply LL reduction from ASCE 7-10 without having to edit your base loads
Added option to apply 10.7.6.5.2 for maximum spacing when minimum reinforcement controls
Added plain concrete shear strength as a minimum shear capacity. This will control sections without reinforcement (near ends).
Changes
Basis added to more drawings
Load drawings and 3D model updated to ensure parity between all 4 diagrams.
Sign of point moments about the Y-Axis reversed. Old files will automatically reverse signs when opening.
Performance improvement for 3D model
Editorial changes including typo fixes, certain options renamed / units changed to be consistent
Change some of the default values for new files
Fix issue where shear utilization on the performance summary was being computed as Vu / phiVc instead of Vu / phiVn
v3.4.1
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Reorganized load input into 3 grids, lateral loads, vertical loads, and point moments. This should increase performance for members with many loads
Fix crash when erection set to 1 lifter
Fix for issue where transverse area was being set to 0 when opening a file
Fix a few issues that would cause the program to crash
v3.3.1
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Fix for isolated issue where some old files may not open
v3.3.0
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Can now add just vertical loads. This should help reduce size of loading grid
Fix for flag saying second order effects increased moments by more than 40% when it did not
Summary sketch now adds bar diameters for larger bar sizes
Added override for 225 psi check when calculating maximum transverse spacing
Fix issue where erection results were not being shown on performance summary
v3.2.0
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Stability and Performance Improvements
Quality of life improvements
Fixed issue with eccentricities not updating / displaying properly for point loads
Fix issue where transverse spacing was computed incorrectly
v3.1.2
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Fixed issue where transverse reinforcement was not being found in the analysis
Fixed problem where analysis could get stuck using reinforcement interrupts
v3.1.1
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3D model updated to now correctly show load orientations (used to be strictly positive)
Fixed typos and tweaked some input labels for clarity
Added service reactions to service tab
Fix issue where the transverse spacing was not being calculated correctly.
Updated 3D model view cube to mirror inputs on previous tabs.
v3.0.0
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Detailed Flexure Capacity
New output tab, in analysis report, showing a detailed calculation of the flexure capacity
In this you will find the calculation for: PM Diagram, Biaxial Capacity Contour, Calculation of neutral axis depth, calculation of capacity, calculation of axial capacities
Transverse Reinforcement Changes
Added J-Hooks
Expanded Detailing Options
Datum Based Input
Concrete extents now defines a top elevation and bottom elevation
Inputs that ask for elevation are no longer from the bottom
Old files will open with the bottom elevation as 0
Expanded error handling
Analysis and design errors expanded to provide more information
Table Redesign
All tables redesigned with better formatting
Conditional formatting in table to highlight failures and the controlling row
Added an other load type which can be used for any load not present previously (Barrier Cables, Flood, Impact, etc)
Can now apply a displacement at the supports to simulate story drift
Minimum prestress is now an option to use the maximum or average amount. Previously, average could run into problems, due to transfer, where it would drop the average below 225 psi
Fix issue where load eccentricity was not updating in load grid
Column stack was removed. To do a column stack model it in a single file with moment releases.
Fixed interface bugs
Optimized analysis for speed increase
v2.2.2
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Fix crash in 2nd order analysis
Fix issue where load eccentricity was not updating in load grid
v2.2.1
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No longer display error 2nd order effect error for very small moments (< 0.01 kip-ft)
Fix error that was causing issues with the maximum spacing calculation for transverse reinforcement
v2.2.0
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Add a read-only eccentricity column to the loading table
Ignore center strand / rebar not set to true by default
No longer display error 2nd order effect error for very small moments (< 0.01 lb-in)
Fixed a few issues causing crashes
Now uses either the section or structural sections bounding box for loading reference
Unified output locations to be in feet
Fix issue preventing load patterning from being enabled
Fix issue where maximum transverse spacing was incorrect
v2.1.1
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Fixed display error on shear and flexure graph for strength combinations
v2.1.0
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Removed kl/r > 100 check. Now correctly check that 2nd order effects do not increase demand by more than 40%.
Added triangular voids
Can now add custom analysis points from the file menu
Can now add custom result points from the file menu
Fixed errors in the drawing routines
Fix deflection reporting error
Fix printing error