Elevation based input

• Can now define the top and bottom elevation of the panel. Inputs such as loadings and supports now take in the elevation. Leaving the bottom elevation of the panel as 0 leaves the program as it was previously.

Thermal analysis

• Thermal loads are now applied as temperature gradients in the FEM model. Results in similar analysis results as doing the hand method previously used.

Panel stack removed

• Panel stacks should now be done using a single member with a hinge. This results in a more accurate second order analysis

Load summary added to analysis report. This section summarizes all applied loads and all load patterns checked.

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.

Beam spring model added to the program for sandwich panels.

Horizontal shear changed to provide a more detailed output table.

Can now print the current view only and not the entire report.

New Print window.

Updated all tables in the program to be on par with the rest of the commercial suite.

Updated online documentation

Updated floor tie calculation to allow the user to specify what loads are applied prior to the floor tie.

Multiple bug fixes.

New Quality Control document.

New options for checking Mcr

Fix issue taking debonded strand longer than anticipated to develop

Updates to loss routine

Fix error in restrained thermal analysis

Misc. bug fixes

Fix coordinate system on 3D Model

Fix for importing panels into the panel stack

Fixed issue causing internal soil loading to be applied on the exterior face

Changed reaction descriptions to make direction of load more apparent

Fixed issue when using all face lifters on one crane line that would result in incorrect lifter forces

Fixed display error on shear and flexure graph for strength combinations

Axial utilization on performance summary is not for the pure axial case and is no longer the combined axial and flexure case

Now check that 2nd order effects do not increase moment by more than 40%, not longer check kl/r > 100

User can now define analysis points and result points from the file menu

Added option to use ACI 22.5.8.2 for shear capacity

Added analysis option to use a single crane line for all face lifters when ground reaction is present

Fix incorrect labels / units on the horizontal shear tables

Fixed printing issue

Fixed multiple display issues