<?xml version="1.0" encoding="UTF-8" ?>
<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/"><channel><title>19. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>19. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4</link><pubDate>Tue, 25 Aug 2020 19:33:27 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c7afb728-df52-4a51-be0e-b6f91017be62</guid><dc:creator>JamieP</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4#comments</comments><description>Current Revision posted to AutoPIPE Wiki by JamieP on 8/25/2020 7:33:27 PM&lt;br /&gt;
&lt;p&gt;&lt;span style="background-color:#008000;color:#ffffff;"&gt;&lt;strong&gt;&lt;span style="font-size:150%;"&gt;Answer: &lt;/span&gt;&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="color:#008000;font-family:Calibri;font-size:medium;"&gt;The wind code in 33.3.1.7&amp;nbsp;in ASCE 2010 where we take 0.6W to compute wind. In the version 33.2.2.4 , we used W.&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="color:#008000;"&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;&lt;/span&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;ASCE has changed in 2010, dynamic pressure&amp;nbsp;is increased in 2010 but the combination loads taken always 60% of the wind.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, ASCE 2010, Wind&lt;/div&gt;
</description></item><item><title>Q. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4/revision/5</link><pubDate>Wed, 26 Jun 2019 00:35:42 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c7afb728-df52-4a51-be0e-b6f91017be62</guid><dc:creator>Mike Dattilio</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4#comments</comments><description>Revision 5 posted to AutoPIPE Wiki by Mike Dattilio on 6/26/2019 12:35:42 AM&lt;br /&gt;
&lt;p&gt;&lt;span style="background-color:#008000;color:#ffffff;"&gt;&lt;strong&gt;&lt;span style="font-size:150%;"&gt;Answer: &lt;/span&gt;&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="color:#008000;font-family:Calibri;font-size:medium;"&gt;The wind code in 33.3.1.7&amp;nbsp;in ASCE 2010 where we take 0.6W to compute wind. In the version 33.2.2.4 , we used W.&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="color:#008000;"&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;&lt;/span&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;ASCE has changed in 2010, dynamic pressure&amp;nbsp;is increased in 2010 but the combination loads taken always 60% of the wind.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, ASCE 2010, Wind&lt;/div&gt;
</description></item><item><title>06. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4/revision/4</link><pubDate>Wed, 06 Jan 2016 18:49:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c7afb728-df52-4a51-be0e-b6f91017be62</guid><dc:creator>Mike Dattilio</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4#comments</comments><description>Revision 4 posted to AutoPIPE Wiki by Mike Dattilio on 1/6/2016 6:49:16 PM&lt;br /&gt;
&lt;p&gt;&lt;span style="color:#ffffff;background-color:#008000;"&gt;&lt;strong&gt;&lt;span style="font-size:150%;"&gt;Answer: &lt;/span&gt;&lt;/strong&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="font-family:Calibri;font-size:medium;color:#008000;"&gt;The wind code in 33.3.1.7&amp;nbsp;in ASCE 2010 where we take 0.6W to compute wind. In the version 33.2.2.4 , we used W.&lt;/span&gt;&lt;/p&gt;
&lt;p style="margin-left:30px;"&gt;&lt;span style="color:#008000;"&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;&lt;/span&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;ASCE has changed in 2010, dynamic pressure&amp;nbsp;is increased in 2010 but the combination loads taken always 60% of the wind.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, ASCE 2010, Wind&lt;/div&gt;
</description></item><item><title>06. Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4/revision/3</link><pubDate>Tue, 05 Jan 2016 20:15:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c7afb728-df52-4a51-be0e-b6f91017be62</guid><dc:creator>Mike Dattilio</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4#comments</comments><description>Revision 3 posted to AutoPIPE Wiki by Mike Dattilio on 1/5/2016 8:15:48 PM&lt;br /&gt;
&lt;p&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;Ans: The wind code in 33.3.1.7&amp;nbsp;in ASCE 2010 where we take 0.6W to compute wind. In the version 33.2.2.4 , we used W. &lt;/span&gt;&lt;/p&gt;
&lt;p style="margin:0in 0in 0pt;"&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;&amp;nbsp;&lt;/span&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;ASCE has changed in 2010, dynamic pressure&amp;nbsp;is increased in 2010 but the combination loads taken always 60% of the wind.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, ASCE 2010, Wind&lt;/div&gt;
</description></item><item><title>Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4/revision/2</link><pubDate>Wed, 15 Jul 2015 20:33:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c7afb728-df52-4a51-be0e-b6f91017be62</guid><dc:creator>Sudip Ganguly</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4#comments</comments><description>Revision 2 posted to AutoPIPE Wiki by Sudip Ganguly on 7/15/2015 8:33:00 PM&lt;br /&gt;
&lt;p&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;Ans: The wind code in 33.3.1.7&amp;nbsp;in ASCE 2010 where we take 0.6W to compute wind. In the version 33.2.2.4 , we used W. &lt;/span&gt;&lt;/p&gt;
&lt;p style="margin:0in 0in 0pt;"&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;&amp;nbsp;&lt;/span&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;ASCE has changed in 2010, dynamic pressure&amp;nbsp;is increased in 2010 but the combination loads taken always 60% of the wind.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, ASCE 2010, Wind&lt;/div&gt;
</description></item><item><title>Why does AutoPIPE Vessel version 33.3.1.7 calculates foundation loads which are about 60% less than the older version 33.2.2.4?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4/revision/1</link><pubDate>Wed, 15 Jul 2015 20:32:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c7afb728-df52-4a51-be0e-b6f91017be62</guid><dc:creator>Sudip Ganguly</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/22589/19-why-does-autopipe-vessel-version-33-3-1-7-calculate-foundation-loads-which-are-about-60-less-than-the-older-version-33-2-2-4#comments</comments><description>Revision 1 posted to AutoPIPE Wiki by Sudip Ganguly on 7/15/2015 8:32:40 PM&lt;br /&gt;
&lt;p&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;Ans: The wind code in 33.3.1.7&amp;nbsp;in ASCE 2010 where we take 0.6W to compute wind. In the version 33.2.2.4 , we used W. &lt;/span&gt;&lt;/p&gt;
&lt;p style="margin:0in 0in 0pt;"&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;&amp;nbsp;&lt;/span&gt;&lt;span style="font-family:Calibri;font-size:medium;"&gt;ASCE has changed in 2010, dynamic pressure&amp;nbsp;is increased in 2010 but the combination loads taken always 60% of the wind.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-family:Times New Roman;font-size:medium;"&gt; &lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, ASCE 2010, Wind&lt;/div&gt;
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