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    <title>topic ASBD 2018 crack width check issue in Structural Bridge Design Forum</title>
    <link>https://forums.autodesk.com/t5/structural-bridge-design-forum/asbd-2018-crack-width-check-issue/m-p/8660596#M2319</link>
    <description>&lt;P&gt;Hi,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I am getting different crack width from ASBD 2017 and ASBD 2018.&lt;/P&gt;
&lt;P&gt;It seems that ASBD crack width calculations are not right.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;While calculating strain in the section, ASBD 2018 mistakenly takes effective fctm in negative which ultimately results in higher strain and higher crack width.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Regards&lt;/P&gt;
&lt;P&gt;Nihit Sharma&lt;/P&gt;</description>
    <pubDate>Fri, 15 Mar 2019 05:10:47 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2019-03-15T05:10:47Z</dc:date>
    <item>
      <title>ASBD 2018 crack width check issue</title>
      <link>https://forums.autodesk.com/t5/structural-bridge-design-forum/asbd-2018-crack-width-check-issue/m-p/8660596#M2319</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I am getting different crack width from ASBD 2017 and ASBD 2018.&lt;/P&gt;
&lt;P&gt;It seems that ASBD crack width calculations are not right.&amp;nbsp;&lt;/P&gt;
&lt;P&gt;While calculating strain in the section, ASBD 2018 mistakenly takes effective fctm in negative which ultimately results in higher strain and higher crack width.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Regards&lt;/P&gt;
&lt;P&gt;Nihit Sharma&lt;/P&gt;</description>
      <pubDate>Fri, 15 Mar 2019 05:10:47 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/structural-bridge-design-forum/asbd-2018-crack-width-check-issue/m-p/8660596#M2319</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2019-03-15T05:10:47Z</dc:date>
    </item>
    <item>
      <title>Re: ASBD 2018 crack width check issue</title>
      <link>https://forums.autodesk.com/t5/structural-bridge-design-forum/asbd-2018-crack-width-check-issue/m-p/8668455#M2320</link>
      <description>&lt;P&gt;Hi Nihit,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;We fixed the tensile strength (fctm) signage issue in ASBD 2019, so crack width calculation in the current version is similar to what it was in the 2017 version.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Regards,&lt;/P&gt;
&lt;P&gt;&lt;FONT size="-1"&gt;Karoly Tarcsi&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT size="-1"&gt;Software Development&lt;/FONT&gt;&lt;/P&gt;
&lt;DIV class="UserSignature lia-message-signature"&gt;&lt;FONT size="-1"&gt;&lt;IMG src="https://ip1.i.lithium.com/b4560a525164ddd72ee58a06fa68e4216c8c2a42/687474703a2f2f696d616765732e6175746f6465736b2e636f6d2f666c6173686173736574732f7374617469636173736574732f696d616765732f6175746f6465736b5f6c6f676f5f7369676e61747572652e706e67" border="0" /&gt;&lt;/FONT&gt;&lt;/DIV&gt;
&lt;DIV class="UserSignature lia-message-signature"&gt;&lt;FONT size="-1"&gt;&lt;FONT size="1 2 3 4 5 6 7"&gt;(If you are satisfied&amp;nbsp;with the answer, can you mark the issue as "resolved", so others can learn from it. Thanks.)&lt;/FONT&gt;&lt;/FONT&gt;&lt;/DIV&gt;</description>
      <pubDate>Tue, 19 Mar 2019 12:44:26 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/structural-bridge-design-forum/asbd-2018-crack-width-check-issue/m-p/8668455#M2320</guid>
      <dc:creator>karoly_tarcsi</dc:creator>
      <dc:date>2019-03-19T12:44:26Z</dc:date>
    </item>
    <item>
      <title>Re: ASBD 2018 crack width check issue</title>
      <link>https://forums.autodesk.com/t5/structural-bridge-design-forum/asbd-2018-crack-width-check-issue/m-p/8767028#M2321</link>
      <description>&lt;P&gt;Hi Nihit,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Just a follow up.. Are you satisfied with the crack width calcs in ASBD 2019.x?&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Regards,&lt;/P&gt;
&lt;P&gt;&lt;FONT size="-1"&gt;Karoly Tarcsi&lt;/FONT&gt;&lt;/P&gt;
&lt;P&gt;&lt;FONT size="-1"&gt;Software Development&lt;/FONT&gt;&lt;/P&gt;
&lt;DIV class="UserSignature lia-message-signature"&gt;&lt;FONT size="-1"&gt;&lt;IMG src="https://ip1.i.lithium.com/b4560a525164ddd72ee58a06fa68e4216c8c2a42/687474703a2f2f696d616765732e6175746f6465736b2e636f6d2f666c6173686173736574732f7374617469636173736574732f696d616765732f6175746f6465736b5f6c6f676f5f7369676e61747572652e706e67" border="0" /&gt;&lt;/FONT&gt;&lt;/DIV&gt;
&lt;DIV class="UserSignature lia-message-signature"&gt;&lt;FONT size="-1"&gt;&lt;FONT size="1 2 3 4 5 6 7"&gt;(If you are satisfied&amp;nbsp;with the answer, can you "Accept Solution ", so others can learn from it. Thanks.)&lt;/FONT&gt;&lt;/FONT&gt;&lt;/DIV&gt;</description>
      <pubDate>Thu, 02 May 2019 13:53:50 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/structural-bridge-design-forum/asbd-2018-crack-width-check-issue/m-p/8767028#M2321</guid>
      <dc:creator>karoly_tarcsi</dc:creator>
      <dc:date>2019-05-02T13:53:50Z</dc:date>
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