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v3.5.0.0

  • 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

v3.4.1.0

  • 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

v3.3.1.0

  • Fix for isolated issue where some old files may not open

v3.3.0.0

  • 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

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