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    <title>topic Warning message in Structural Bridge Design Forum</title>
    <link>https://forums.autodesk.com/t5/structural-bridge-design-forum/warning-message/m-p/6322121#M3287</link>
    <description>&lt;P align="left"&gt;&lt;FONT face="Courier" size="2"&gt;WARNING - This analysis assumes that all tension steel (&lt;/FONT&gt;&lt;I&gt;&lt;FONT face="Courier-Oblique" size="2"&gt;A&lt;/FONT&gt;&lt;/I&gt;&lt;FONT face="Courier" size="1"&gt;st&lt;/FONT&gt;&lt;FONT face="Courier" size="2"&gt;) is fully anchored&lt;/FONT&gt;&lt;/P&gt;&lt;P&gt;in accordance with article 5.8.1.8.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In report we are getting above warning message, could you please give clarification above warning. As we are unable to locate article 5.8.1.8 in AASHTO Code.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Please find attached snap shot of the warning message.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank you&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
    <pubDate>Thu, 12 May 2016 06:02:43 GMT</pubDate>
    <dc:creator>Anonymous</dc:creator>
    <dc:date>2016-05-12T06:02:43Z</dc:date>
    <item>
      <title>Warning message</title>
      <link>https://forums.autodesk.com/t5/structural-bridge-design-forum/warning-message/m-p/6322121#M3287</link>
      <description>&lt;P align="left"&gt;&lt;FONT face="Courier" size="2"&gt;WARNING - This analysis assumes that all tension steel (&lt;/FONT&gt;&lt;I&gt;&lt;FONT face="Courier-Oblique" size="2"&gt;A&lt;/FONT&gt;&lt;/I&gt;&lt;FONT face="Courier" size="1"&gt;st&lt;/FONT&gt;&lt;FONT face="Courier" size="2"&gt;) is fully anchored&lt;/FONT&gt;&lt;/P&gt;&lt;P&gt;in accordance with article 5.8.1.8.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;In report we are getting above warning message, could you please give clarification above warning. As we are unable to locate article 5.8.1.8 in AASHTO Code.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Please find attached snap shot of the warning message.&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;Thank you&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 12 May 2016 06:02:43 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/structural-bridge-design-forum/warning-message/m-p/6322121#M3287</guid>
      <dc:creator>Anonymous</dc:creator>
      <dc:date>2016-05-12T06:02:43Z</dc:date>
    </item>
    <item>
      <title>Re: Warning message</title>
      <link>https://forums.autodesk.com/t5/structural-bridge-design-forum/warning-message/m-p/6322408#M3288</link>
      <description>&lt;P&gt;Hi,&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Thanks for pointing this out - and you are quite correct&amp;nbsp;article 5.8.1.8 does not exist.&amp;nbsp; This part of the specification has changed quite a lot over the years and I believe it should be change to article 5.8.3.4.1.&amp;nbsp; Here it says:&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;"In calculating As and Aps the area of bars&amp;nbsp;or tendons terminated less than their development length from the section under consideration should be reduced in proportion to their lack of full development"&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;In previouse versions of the specification they were omitted completely.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I will raise this with the product developers to get this changed in the future.&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;I hope this has provided you with a solution to this query&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;
&lt;P&gt;Kind regards&lt;/P&gt;
&lt;P&gt;&amp;nbsp;&lt;/P&gt;</description>
      <pubDate>Thu, 12 May 2016 10:07:53 GMT</pubDate>
      <guid>https://forums.autodesk.com/t5/structural-bridge-design-forum/warning-message/m-p/6322408#M3288</guid>
      <dc:creator>david.geeves</dc:creator>
      <dc:date>2016-05-12T10:07:53Z</dc:date>
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