design expert 2.3 release notes

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  • 8/10/2019 Design Expert 2.3 Release Notes

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    Design Expert v 2.3/2013 Release Notes

    Page 1 of 3

    New in version 2.3

    Dear user,

    The new version Design Expert 2.3 is available with a lot of improvements and new features.

    All users of version 2.0 or later can upgrade to the new version for free.

    Installation

    You download the new version from the following link:

    http://www.proektsoft-bg.com/dropbox/en/Design_Expert_Setup_EN.exe

    After downloading, start Design_Expert_Setup_EN.exein order to install the program. You

    do not need to uninstall the old version; all files will be replaced as necessary. Existing license

    codes will remain unchanged.

    List of changes

    All modules

    The program is fully compatible with the new

    ZWCAD+. In order to use Design Expert together

    with ZWCAD+, do not forget to change the option

    External CAD fromZWCAD toZWCAD+ in

    the settings dialog for each module;

    All floating point calculations are performed with double precision. That improves the

    accuracy of the numerical iterative algorithms for analysis of complex sections with

    arbitrary shapes;

    Detailing requirements for different ductility levels

    (DCL, DCMand DCH) to Eurocode 8 are added for

    automated detailing of seismic elements.

    Additional requirement for concrete cover to be >

    + 10 mm is added. Cover is automatically adjusted

    when you change the bar diameter .

    AutoCAD/ZWCAD Plug-in

    Option for using standard bending radius is added by default for the "Bends and Hooks"

    command. Then you do not need to enter any value and radius is calculated from the

    diameter of bars according to Eurocode;

    Direction of hooks (top/bottom) is determined by the sign of the hook length;

    Visual feedback for bar position is added when inserting new bars;

    You can find more information in the updated user manual:

    http://www.proektsoft-bg.com/dropbox/en/Zwcad Plug-in.pdf

    http://www.proektsoft-bg.com/dropbox/en/Design_Expert_Setup_EN.exehttp://www.proektsoft-bg.com/dropbox/en/Design_Expert_Setup_EN.exehttp://www.proektsoft-bg.com/dropbox/en/Zwcad%20Plug-in.pdfhttp://www.proektsoft-bg.com/dropbox/en/Zwcad%20Plug-in.pdfhttp://www.proektsoft-bg.com/dropbox/en/Zwcad%20Plug-in.pdfhttp://www.proektsoft-bg.com/dropbox/en/Design_Expert_Setup_EN.exe
  • 8/10/2019 Design Expert 2.3 Release Notes

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    Design Expert v 2.3/2013 Release Notes

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    Beam Expert

    Drop down combo boxes for selecting sections, support types,

    load types, load cases etc. are added to tables;

    Display of section dimensions is improved;

    Quality of graphics for diagrams is improved;

    Main reinforcement area is represented by two diagrams. The

    first one represents the theoretical reinforcement obtained by

    bending design only. The second one takes into account the additional tension force

    from shear design and minimum reinforcement ratio. That provides better view and

    understanding of the design results;

    Arrangement of the final reinforcement drawing is improved. Support numbers and

    axes are removed;

    Detailing requirements to Eurocode for different ductility classes (DCL, DCM and DCH)

    are included;

    The requirement of section 5.6.1(3) in 8 is added. Anchorage length starts at 5dbL

    from column edge inside the joint for DCH (dbLbar diameter);

    The requirement of section 5.6.2.2(2) in 8 is checked. In order to provide good

    anchorage, the ratio of the anchored bar to the column size is limited. If this check is

    not satisfied, a warning is displayed;

    According to section 5.6.2.2(4) in 8, bars at internal joints, are anchored behind the

    joint at distance lcrinto the next span for DCM and DCH.

    You can find more information in the updated user manual:

    http://www.proektsoft-bg.com/dropbox/en/Beam Expert.pdf.

    Column Expert, Shear Wall Expert

    The requirement of EN 1991-1-1, section 8.7.4.2 for adding shear reinforcement at

    distance 4 from the end of lapping compression bar is included.

    According to EN 1991-1-1 . 5.6.3 (3), the spacing of the shear links across the lap

    length is the lower value of bc/4 and 100 mm, where bcis the smaller dimension of the

    column cross section.

    Column Expert

    Arrangement of the columns in the reinforcement drawing is improved to avoid

    overlapping of some objects. Anyway, the final view of the drawing depends on the

    http://www.proektsoft-bg.com/dropbox/en/Beam%20Expert.pdfhttp://www.proektsoft-bg.com/dropbox/en/Beam%20Expert.pdfhttp://www.proektsoft-bg.com/dropbox/en/Beam%20Expert.pdf
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    Design Expert v 2.3/2013 Release Notes

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    style settings, used in ZWCAD/AutoCAD. For better results, use Width Factor = 0.7 for

    the text style.

    Checks for detailing requirements to Eurocode were improved. They work also for

    circular columns;

    You can find more information in the updated user manual:

    http://www.proektsoft-bg.com/dropbox/en/Column Expert.pdf.

    PMM Expert

    All changes to the detailing parameters in Column Expert are automatically included in

    PMM Expert, since they use common section editor;

    The infinite loop problem at some cases is corrected.

    Shear Wall Expert

    Additional checks for confined zones in shear walls are added to the section editor.

    Some of them differ from the requirements for columns. For example, the minimum

    reinforcement ratio is 0.5%, instead of 1.0%;

    Additional code requirements checks are added for the whole shear wall as follows:

    o minimum web thickness Bw min

    o minimum length/thickness ratio Lw/Bw min

    o minimum height of critical zone Hcr

    o minimum length of confined boundary Lc min

    o minimum width of confined boundary Bc min

    o minimum reinforcement ratio for the web w min

    o minimum bar diameter for the web dwmin

    o minimum bar spacing for the web amin

    o maximum spacing between bars in the web Sw,max

    o maximum bar diameter in the web v,h max

    o maximum spacing between S links in the web dS max

    You can find more information in the updated user manual:

    http://www.proektsoft-bg.com/dropbox/en/Shear Wall Expert.pdf.

    Pad Expert

    Diagram for base stress is added along the foundation edges.

    Schemes of base stress diagrams and values including the position of neutral line (in

    case of uplift) are now printed to the report.

    http://www.proektsoft-bg.com/dropbox/en/Column%20Expert.pdfhttp://www.proektsoft-bg.com/dropbox/en/Column%20Expert.pdfhttp://www.proektsoft-bg.com/dropbox/en/Shear%20Wall%20Expert.pdfhttp://www.proektsoft-bg.com/dropbox/en/Shear%20Wall%20Expert.pdfhttp://www.proektsoft-bg.com/dropbox/en/Shear%20Wall%20Expert.pdfhttp://www.proektsoft-bg.com/dropbox/en/Column%20Expert.pdf