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 removed.

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