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v4.10.0.0
New Features / Improvements
Output now comtains a load case results table
Added strand pull, as a force, to the output
Add option for members supporting nonstructural elements
Added stiffness multiplier for deflections
Added option to use ACI or PCI recommendations for allowable bar stress for top tension steel
Bug Fixes
Stability Improvements
Fix issue using roof loads as live loads where they wouldn’t be counted towards sustained loading
Fix issue where the wrong table locations were being added in
Fix issue in graphs
Fix issue where Av provided was being shown as 0
v4.9.1.0
New Features / Improvements
Option to not check shear / torsion within critical distance. Checking this option will remove all locations from centerline location and critical distance from output.
Transverse steel now has user select which face the reinforcement is for. Previously it would put all reinforcement with a single leg on the interior face. Now the user selected what face the steel is for. Selecting both faces will put half on each face.
Can now add rows to tables if a design deficiency is present at that location. This option can be found under File → Result Points.
Construction stage for deflections now shows the deflections due to wet topping weight. This deflection does not include any long term creep effects.
Prestress losses on performance summary are now midspan losses instead of maximum.
The user can now selected the end zone length for the transfer stage. This option is found under Design Criteria → Transfer → End Zone Length
Bug Fixes
Multiple issues fixed with printing.
Fixed conservative issue with shear near the supports.
Tension graph now correctly graphs the selected load combination, not the controlling.
Fix intermittent issue resulting in topping load being cleared if it didn’t start at 0.
Fix crash when used draped strands.
Fix issue where the ‘Compute Topping Profile’ feature would crash.
Fix incorrect losses table when using user defined losses.
Help → Technical support should now work again.
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