v4.0.
36.0
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
Cracking limit check clarified and has no options
Mu < Mcr for strength combinations
phiMn > 1.2Mcr
Both
Add option for solid zones
Can be treated as partially composite or fully composite
These are only sections where some insulation is present. End blocks are not considered as the insulation has been fully removedleaves 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.
v3.2.4.0
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
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