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v1.

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5.

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05 Oct 2020

  • Concrete Extents
    • Added Bulb T Beam as Section Type
    • Added in bay width for effective topping width computation
  • Structural Model
    • Can now label loads
    • Reinforcement
    • Can now insert transverse Reinforcement
    • Can be inserted as bars or use mesh sheets
    • Supports multiple bar shapes and end conditions
  • Design Criteria
    • Added input for transverse bar strength
    • Reorganized inputs for material properties
    • Simplified deflection options
    • Option on how to treat composite members for shear
    • Release now always includes self weight
  • Analysis Report
    • Added load summary to summarize all loading on the members
    • Redesigned all tables to support future options
    • Recreated shear and torsion tables to clarify output and to better facilitate inputting transverse reinforcement
  • New online documentation
    • Now accessing the help document will take you to our website
    • This will be updated based on all user questions and will continue to evolve over time
  • Deflection Changes
    • No longer use the effective moment of inertia method but the bilinear deflection method
    • Replaced effective section properties from service tables with cracked section properties
    • New method is described, with a hand calculation, in the help page
  • Shortening Calculation
    • Now compute shortening of the member due to prestress and flexure for erection
    • Can be seen in the deflection output
    • New method is described, with a hand calculation, in the help page
  • One-Way Shear Changes
    • Cleared up some labels on options
    • Can now include the topping in the concrete shear strength
    • Automatically adds the critical shear to the shear tables

v3.6.2.0

09 Sep 2020
Torsion Bug Fixes

  • Program now appropriately includes the topping when calculating the horizontal shear area using the ACI method
  • Fixed labels on coordinate system in 3D model

v3.6.1.0

12 Aug 2020
Torsion Bug Fixes

  • Slender Spandrel method is now accounting for bearing length
    • Previously the end region was measured from centerline of bearing, this was causing the transition region to start too soon
  • Zia Hsu Method now properly checks for plate bending near the ends and had a bug fixed in the Vc calculation

v3.6.0.0

11 Aug 2020

  • Fixed bug introduced in v3.5 where the end of the strand was starting fully developed
  • Added flexure point moments

v3.5.0.0

10 Aug 2020

  • Fse for transfer length now uses the lose computed at the center of the strand
  • 'd' is now computed for sections where the reinforcement has no effective area (fully undeveloped)
  • Added options to ignore loading on cantilevers to assist in modeling simply supported members
  • Updated deflection calculations to properly use Eci for selfweight and prestress deflections per the PCI Design Handbook
  • Added fixity conditions to model fixed ends
    • Selected on the structural model tab
    • Can chose at what stage the member becomes fixed

v3.4.0.0

06 Jul 2020

  • Transfer stress limits are now available for use for handling stages when member is not prestressed
  • Fixed issue where 'Show Additional Checks' was not available for printing options
  • At will not longer be reported being negative
  • Can now position reinforcement in topping
  • Fixed issue where shear and torsion table were not correctly reporting controlling values
  • All tables now in feet for position on the member
  • Remove custom strand size

v3.3.0.0

08 May 2020

  • Hollow Core Slab Load Distribution
    • Added input on Structural model tab for load distribution of non-area loads for hollow core slabs
  • New Shear Tables
    • Added Av Required for Vcw and Vci for Double Ts
    • Redesigned layout of tables
  • User can now edit locations where analysis is performed
    • Interface can be accessed from File → Analysis Points
  • User can now edit locations where results are displayed
    • Interface can be accessed from File
  • Added option to ignore stresses in topping
    • Can now ignore topping stresses. Their values in in tables will be replace with a '-'
  • Fix pasting error in polygonal editor
    • Will no longer put 'NaN' in Y column when pasting data

v3.2.0.0

15 Apr 2020

  • Added reactions to strength combination results 
  • Fix error in sync data 
  • Fix printing error causing ledge input to be shown 
  • Fix for HCS not converging on flexure capacity 
  • Fix bug in automatic topping thickness computation resulting in non-symmetric sections 

v3.1.0.0

13 Feb 2020

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5

23 May 2023

  • Fixed a bug where double clicking pipe files would not open the program.

Info

v1.5.4

24 Apr 2023

  • AO/Other Live Load computation changed to use either the length of the live load spread in the direction parallel to the span or the outer diameter of the pipe as the width of pressure.

  • AO/Other Live Load now is equal to Pressure * “Width of Pressure”. Previously was pressure * OD

  • Changed reinforcement layers to allow for 1 or 2 layers in Three Edge Bearing Calculation window and the Direct Design window.

Info

v1.3.0

07 Oct 2020

  • New online User Manual documentation.

  • New online change log.

  • Misc. text report improvements.