New Features

• Added option under File → Options to reverse the table order in the program. When reversed, all output tables will have the top of the column be the top of the table

• Added an option for an additional LL multiplier. This can be used to apply LL reduction from ASCE 7-10 without having to edit your base loads

• Added option to apply 10.7.6.5.2 for maximum spacing when minimum reinforcement controls

• Added plain concrete shear strength as a minimum shear capacity. This will control sections without reinforcement (near ends).

Changes

• Basis added to more drawings

• Load drawings and 3D model updated to ensure parity between all 4 diagrams.

• Sign of point moments about the Y-Axis reversed. Old files will automatically reverse signs when opening.

Performance improvement for 3D model

Editorial changes including typo fixes, certain options renamed / units changed to be consistent

Change some of the default values for new files

Fix issue where shear utilization on the performance summary was being computed as Vu / phiVc instead of Vu / phiVn

Reorganized load input into 3 grids, lateral loads, vertical loads, and point moments. This should increase performance for members with many loads

Fix crash when erection set to 1 lifter

Fix for issue where transverse area was being set to 0 when opening a file

Fix a few issues that would cause the program to crash

Fix for isolated issue where some old files may not open

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