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changes.mady.by.user Becca Alford

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v6.3.4

19 September 2024

  • Fixed default resistance factors for LRFD in default/startup files.

  • Resolved input error for CE1 epoxy bars.

v6.3.3

15 August 2024

  • Resolved the issue that caused the input panel to be partially blocked.

v6.3.2

9 August 2024

  • Removed the beta value from the AREMA shear output, as it was not intended to be included.

  • Fixed an error in the C1/CE1 reinforcement input.

  • Bugs related to the support of epoxy-coated mesh bars have been fixed.

v6.3.1

30 July 2024

  • Expanded and revised load factor and load combinations dialog box for AREMA.

  • Added load factor for joint tested boxes (AREMA designs only).

  • Fixed the issue to show additional horizontal and vertical loads correctly in the report for inverted three-sided culverts.  

  • Fixed an issue for ‘Reactions Applied to Structure’ tables results.

  • Fixed an issue that CE1 bar weight was not reported correctly. 

  • Fixed the issue of CE1 bars disappearing from the bar schedule when ‘only epoxy top slab’ was selected.

  • Add support for AREMA group. (dead, live, impact, earth pressure and earthquake), noting that earth pressure refers to horizontal soil loads while vertical soil loads are included in D loads.

  • Fixed an issue that MID - value was not reported correctly for design with span under 5ft.

  • Set default fy to 60 ksi for rebar designs and default earth redundancy factor to 1.000.

  • WSDOT Agency Updates:

    • For top slabs, the minimum thickness should be the maximum of 10”, Table 2.5.2.6.3-1 (Slabs with main reinforcement parallel to traffic), or Article 4.6.2.10.4 (if the length of the culvert is less than 4’). For bottom slabs, the minimum thickness should be 10”.

    • Added a span-to-thickness ratio check per LRFD 4.6.2.10.4 for top slabs.

    • Allowed a 3’ lay length for the short side of skewed boxes.

    • Unchecked the ‘always distribute wheel load’ analysis option.

    • Ensured all 8 seismic combinations are checked.

    • Included Inventory and Operating load ratings in the summary.

    • Added an additional concrete weight to be used for dead load calculations, one for dead load and one for elasticity.

  • ACPA Agency Updates:

    • Updated top cover = 2” 

    • Updated the live load surcharge in the Manual for Bridge Evaluation for rating, reflecting the latest MBE terminology for approaching wheel load. The approaching wheel load can be modeled by a trapezoidal load using the Eq. 6A.10.10.3c-1.

  • Unselected the ‘use eq. 12.10.4.2.4a-1’ option for the NYSDOT agency.

v6.2.9

  • Fixed a type 3 culvert issue where two releases in a single member did not function correctly.

  • Removed the option to include haunches in shear critical sections, as the program was not checking the point where the haunches ended, leading to unconservative top slab shear designs.

  • Fixed shear check using 5.12.7.3 for simply supported slabs.

  • Fixed the issue where short and narrow culverts were showing a mid- failure and the program was showing 0 reinforcement at that mid- check. 

  • Changed shear analysis option label to say 5.12.7.3 rather than 5.14.5.3.

v6.2.4

  • Fixed an issue with three-sided culverts using two sheet layouts where two mesh inputs (AS3 & AS4) were involved.

v6.2.2

28 December 2023

  • Added negative moment mid-span critical section for the top slab.

v6.2.1

3 November 2023

  • MPF array now limited to max index of 4 to prevent program crash if 5 or more lanes are used.

  • Fixed an issue where the Design legal load factor input in the Load and Resistance Factors dialog box was not saving user inputs.

  • Fixed a printing error where the Reinforcement Summary and Rating Summary were not printing.

  • Fixed the issue where LS load generation was not using K factors when requested by the user.

  • Fixed the issue where the EHmin load factor was not using the code load factor when K factors were requested by the user.

  • For LRFR, load ratings will now be calculated even when there are no vertical LL force effects but there are LS force effects.

  • Special care is taken for the mid-span bottom slab critical sections when calculating load ratings for LRFR.

  • Fixed the issue that exterior water pressure head was not applying correctly for inverted three-sided culverts.

  • Add bottom slab MID- critical section for inverted three-sided culverts.

v6.2.0

12 May 2023

  • Added negative moment mid-span critical section for the bottom slab

  • Misc. UI improvements

v6.1.2

11 Apr 2023

  • Resolved issue causing files using Service Load Design (SLD) to crash

v6.1.1

04 Apr 2023

  • Corrected reading of all user-defined default library folder locations

  • Corrected interface issue preventing users from entering bottom slab thickness for inverted three-sided culverts in analysis mode

  • Corrected interface issue when fill depth increment was set to 0.0

v6.1.0

27 Feb 2023

  • Added option to include AREMA 1A load combination

  • Added option to include LRFD min/min load combination

  • Updated ACPA agency settings

  • Corrected B3 mesh horizontal leg dimensions when 4-sheet layout is selected

  • Modified minimum steel default options for AREMA designs

  • Allow input of 0.0 rating factors

  • Misc. Text Report and UI improvements

v6.0.4

23 Jan 2023

  • Automatically changing specification to AREMA when ASTM 1433 agency is selected

  • Automatically changing specification to LRFD when ASTM 1577 agency is selected

  • Modified all default start files to reflect ACPA preferences

  • Modified options to neglect LL

  • Added warning to Text Report stating that force effects from stripping and handling are not considered

  • Misc. Text Report improvements for vertical boxes

  • Corrected surcharge calculation for vertical boxes

  • Corrected A400 calculations for inverted three-sided culverts when experiencing a large, negative moment

v6.0.3

29 Nov 2022

  • Corrected discrepancies in displayed As,prov on Main View and Text Report for epoxy-coated, longitudinal mesh reinforcement

  • Corrected spelling error in wing wall report

v6.0.2

18 Nov 2022

  • Misc. UI improvements

  • Corrected error in B2 bars when “epoxy all bars” option is selected

v6.0.1

10 Oct 2022

  • Bug Fixes:

    • Corrected error causing program to crash for 3 and 4 cell culverts

    • Corrected sign of reported EV shear force at the wall joints of type II culverts

    • Corrected minor interface issues for inverted 3-sided culverts

v6.0.0

26 Sep 2022

  • New Features:

    • WSDOT agency

    • Ability to calculate EH loads through the following methods:

      • Soil equivalent earth pressure (used in all designs prior to v6.0.0)

      • Active earth pressure

      • At-rest earth pressure

    • Ability to model culvert on flexible foundation

    • Allow user to select ASTM steel for automatic calculation of gamma factor 3 (on Material Properties window)

    • New options for when the effects of LL can be neglected

    • New options for how vertical and horizontal seismic forces combine

    • Allow users to define free-field ground strain for the seismic analysis

    • Allow both internal and external water to be analyzed in the same design

    • Allow the input of negative pressure heads (for when the water level is below the top slab)

    • Added new option to epoxy all steel in top slab

    • Displaying unfactored seismic analysis results in the results graphs

  • Bug Fixes:

    • Corrected reported midspan deflection, for cases when 1/9999 was displayed

v5.14.0

06 May 2022

  • New “type III” culvert type (joints at both top and bottom of walls)

  • New optional “design limits” on Project Settings window

    • Note: this will only alert you if your design exceeds these input limits, it does not effect the auto-design algorithms.

  • New analysis option to include approach slab

    • Note: if this is selected, live load surcharge will be neglected

  • New option for users to define the free field displacement in the seismic analysis

  • New option to apply horizontal loads at the top of the walls to inverted three-sided culverts

  • Added ability to define additional analysis points

  • Allow more letters for designer name

  • Corrected bug in which impact factor could not be input if using the CHBDC design specification

  • Corrected conservative units error in calculation of exterior water pressure

  • Misc. interface improvements

v5.12.0

07 Mar 2022

  • Expanded input options for when seismic analysis is to be included

  • Added option to input free-field ground strain for seismic analysis

  • Added option for how vertical and horizontal seismic forces are to be combined

  • Added input of live load factor for extreme event load combinations

  • Modified vertical seismic analysis to include uniform load on bottom slab

  • Added “fabricated height” value to Text Report

  • Misc. minor user interface improvements

v5.11.4

02 Dec 2021

  • Corrected negative axial force envelope for horizontal seismic analysis results

  • Corrected flexural critical section location for the bottom of exterior wall member critical section when “face of support” location is selected

  • Fixed display bug on Culvert Properties window

v5.11.3

27 Oct 2021

  • Added ability to apply an external water load while using the CHBDC specification

  • Added new table to text report to show leg displacements for three-sided culverts with pin-roller boundary conditions

  • Modified environmental durability calculations for ACI-350, see example document in Knowledge Base for details

  • Resolved icon issue when using 4k monitors

  • Fixed issue with overlapping text on Main View window

v5.11.0

14 May 2021

  • LRFD 9th edition specification

  • Added ability to enter exterior water table height

  • Added ability to run vertical and horizontal seismic analyses individually

  • Added table of applied bottom slab loads for all static load cases

  • Separated unfactored seismic results into results from vertical and horizontal analyses

  • Updated shear capacity equations for the top slabs of type I culverts to be in compliance with LRFD (6th) section 5.14.5.3 and Standard (17th) 8.16.6.7

  • Corrected drawing on Main View with missing bottom-right haunch

  • Corrected issue with selection of longitudinal steel not staying applied

  • Corrected crash in strip footing module

v5.10.0

10 Dec 2020

  • Enabled seismic analysis for CHBDC specification

  • Added the ability for users to create legal and permit loads for CHBDC specification

  • Add “cancel”, “apply” and “recalculate” buttons to all input windows

  • Added color-changing input

  • Fixed potential error in A100 bar stress calculations for 3+ cell culverts

v5.9.2

30 Oct 2020

  • Fixed transfer of reaction forces between culvert and strip footing module

  • Added new .dll file for exporting to AASHTOWare

v5.9.1

16 Oct 2020

  • Added database of truck files (access through Vehicle Library)

  • Fixed reported metric units error in Text Report

v5.9.0

12 Oct 2020

  • Added option for trapezoidal bottom slab loads

  • Added option to apply ACI-350 environmental factors in Standard specification

  • Fixed metric units in “truck results that cause maximum results” table

  • Resolved issue with “include haunch depth for all critical sections” option for three-sided culverts

  • Misc. minor improvements to Main View section drawings

v5.7.0

03 Sep 2020

  • Added new boundary condition options for wall joints

  • Added/modified critical section location options

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