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

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

Fixed issue where transverse reinforcement was not being found in the analysis

Fixed problem where analysis could get stuck using reinforcement interrupts

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.

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

Fix crash in 2nd order analysis

Fix issue where load eccentricity was not updating in load grid

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

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

Fixed display error on shear and flexure graph for strength combinations