<?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>02. How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/51052/02-how-to-check-for-bolt-load-calculations-for-longitudinal-saddle-load-generated-during-bundle-pullout</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>02. How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/51052/02-how-to-check-for-bolt-load-calculations-for-longitudinal-saddle-load-generated-during-bundle-pullout</link><pubDate>Tue, 01 Aug 2023 11:13:53 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7d629422-6291-4ab2-ae97-17979f2b0865</guid><dc:creator>Tanaji Gaikwad</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/51052/02-how-to-check-for-bolt-load-calculations-for-longitudinal-saddle-load-generated-during-bundle-pullout#comments</comments><description>Current Revision posted to AutoPIPE Wiki by Tanaji Gaikwad on 8/1/2023 11:13:53 AM&lt;br /&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:600px;"&gt;
&lt;tbody&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;span style="font-size:medium;"&gt;&lt;b&gt;Applies To &lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;AutoPIPE Vessel&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;ALL&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Calculations&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Date Logged&lt;br /&gt;&amp;amp; Current Version&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Oct 2018&lt;br /&gt;40.07.00.007&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;h1&gt;&lt;span style="color:#993300;text-decoration:underline;"&gt;&lt;strong&gt;Problem:&lt;/strong&gt;&lt;/span&gt;&lt;/h1&gt;
&lt;p style="margin-left:60px;"&gt;How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout?&lt;/p&gt;
&lt;h1&gt;&lt;span style="color:#993300;text-decoration:underline;"&gt;&lt;strong&gt;Solution:&lt;/strong&gt;&lt;/span&gt;&lt;/h1&gt;
&lt;p style="margin-left:60px;"&gt;This can be done by specifying an external load equal to the bundle pullout load.&lt;br /&gt;See example below:&lt;/p&gt;
&lt;h3 style="margin-left:60px;"&gt;&lt;strong&gt;Case 1: Without considering bundle pullout load&amp;nbsp;&lt;/strong&gt;&lt;/h3&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;The friction factor = 0.3 is mentioned for a right anchored saddle.&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201812v1.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the calculation report, the longitudinal saddle load for right saddle is computed as follows:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201815v2.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Horizontal Longitudinal Load = friction factor x (total vertical load on saddle 2)&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;= - 0.3 x (reaction due to weight of equipment for the loading case on saddle 2 + weight of saddle 2)&lt;br /&gt;= - 0.3 x (817.3 + 159.8) = - 293.1 daN, negative sign as the reaction is acting to the left&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;So the bolt shear load is calculated as below:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201816v3.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Max. shear = RaHL/Sb/nb = 293.1/324.3/4 = 0.226 daN/mm2 = 2.26 N/mm2 = 2.26 MPa.&lt;/p&gt;
&lt;h3 style="margin-left:60px;"&gt;&lt;strong&gt;Case 2: Considering bundle pullout load&lt;/strong&gt;&lt;/h3&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the same model above, now an equivalent bundle pullout load = 1000 daN is applied axially towards&lt;br /&gt;right at the left tangent line:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201817v4.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201819v5.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;This extra load is now seen in the design report:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201820v6.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Horizontal Longitudinal Reaction = -(293.1+1000) = -1293.1 daN&amp;nbsp;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the bolt calculation this is taken into account:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201821v7.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Max. shear = RaHL/Sb/nb = 1293.1/324.3/4 = 0.997 daN/mm2 = 9.97 N/mm2 = 9.97 MPa.&lt;/p&gt;
&lt;h1&gt;See Also&lt;/h1&gt;
&lt;p style="padding-left:30px;"&gt;&lt;strong&gt;&lt;a href="/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/28469/--general-information-autopipe-vessel"&gt;AutoPIPE Vessel&lt;/a&gt;&lt;/strong&gt;&lt;/p&gt;
&lt;p style="padding-left:30px;"&gt;&lt;a title="LEARN Server" href="http://lms.bentley.com/"&gt;&lt;b&gt;Bentley LEARN Server&lt;/b&gt;&lt;/a&gt;&lt;/p&gt;
&lt;h1&gt;&lt;b&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201822v8.png" /&gt;&lt;/b&gt;&lt;/h1&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, bolt stress, Calculation, Saddle Support&lt;/div&gt;
</description></item><item><title>02. How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout?</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/51052/02-how-to-check-for-bolt-load-calculations-for-longitudinal-saddle-load-generated-during-bundle-pullout/revision/2</link><pubDate>Thu, 20 Aug 2020 16:36:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7d629422-6291-4ab2-ae97-17979f2b0865</guid><dc:creator>JamieP</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/51052/02-how-to-check-for-bolt-load-calculations-for-longitudinal-saddle-load-generated-during-bundle-pullout#comments</comments><description>Revision 2 posted to AutoPIPE Wiki by JamieP on 8/20/2020 4:36:04 PM&lt;br /&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:600px;"&gt;
&lt;tbody&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;span style="font-size:medium;"&gt;&lt;b&gt;Applies To &lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;AutoPIPE Vessel&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;ALL&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Calculations&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Date Logged&lt;br /&gt;&amp;amp; Current Version&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Oct 2018&lt;br /&gt;40.07.00.007&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;h1&gt;&lt;span style="color:#993300;text-decoration:underline;"&gt;&lt;strong&gt;Problem:&lt;/strong&gt;&lt;/span&gt;&lt;/h1&gt;
&lt;p style="margin-left:60px;"&gt;How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout?&lt;/p&gt;
&lt;h1&gt;&lt;span style="color:#993300;text-decoration:underline;"&gt;&lt;strong&gt;Solution:&lt;/strong&gt;&lt;/span&gt;&lt;/h1&gt;
&lt;p style="margin-left:60px;"&gt;This can be done by specifying an external load equal to the bundle pullout load.&lt;br /&gt;See example below:&lt;/p&gt;
&lt;h3 style="margin-left:60px;"&gt;&lt;strong&gt;Case 1: Without considering bundle pullout load&amp;nbsp;&lt;/strong&gt;&lt;/h3&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;The friction factor = 0.3 is mentioned for a right anchored saddle.&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201812v1.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the calculation report, the longitudinal saddle load for right saddle is computed as follows:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201815v2.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Horizontal Longitudinal Load = friction factor x (total vertical load on saddle 2)&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;= - 0.3 x (reaction due to weight of equipment for the loading case on saddle 2 + weight of saddle 2)&lt;br /&gt;= - 0.3 x (817.3 + 159.8) = - 293.1 daN, negative sign as the reaction is acting to the left&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;So the bolt shear load is calculated as below:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201816v3.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Max. shear = RaHL/Sb/nb = 293.1/324.3/4 = 0.226 daN/mm2 = 2.26 N/mm2 = 2.26 MPa.&lt;/p&gt;
&lt;h3 style="margin-left:60px;"&gt;&lt;strong&gt;Case 2: Considering bundle pullout load&lt;/strong&gt;&lt;/h3&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the same model above, now an equivalent bundle pullout load = 1000 daN is applied axially towards&lt;br /&gt;right at the left tangent line:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201817v4.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201819v5.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;This extra load is now seen in the design report:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201820v6.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Horizontal Longitudinal Reaction = -(293.1+1000) = -1293.1 daN&amp;nbsp;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the bolt calculation this is taken into account:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201821v7.png" /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Max. shear = RaHL/Sb/nb = 1293.1/324.3/4 = 0.997 daN/mm2 = 9.97 N/mm2 = 9.97 MPa.&lt;/p&gt;
&lt;h1&gt;See Also&lt;/h1&gt;
&lt;p style="padding-left:30px;"&gt;&lt;strong&gt;&lt;a href="/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/28469/--general-information-autopipe-vessel"&gt;AutoPIPE Vessel&lt;/a&gt;&lt;/strong&gt;&lt;/p&gt;
&lt;p style="padding-left:30px;"&gt;&lt;a title="LEARN Server" href="http://lms.bentley.com/"&gt;&lt;b&gt;Bentley LEARN Server&lt;/b&gt;&lt;/a&gt;&lt;/p&gt;
&lt;h1&gt;&lt;b&gt;&lt;img alt=" " src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201822v8.png" /&gt;&lt;/b&gt;&lt;/h1&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, bolt stress, Calculation, Saddle Support&lt;/div&gt;
</description></item><item><title>02. How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout? New</title><link>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/51052/02-how-to-check-for-bolt-load-calculations-for-longitudinal-saddle-load-generated-during-bundle-pullout/revision/1</link><pubDate>Thu, 20 Aug 2020 16:34:46 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7d629422-6291-4ab2-ae97-17979f2b0865</guid><dc:creator>JamieP</dc:creator><comments>https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/51052/02-how-to-check-for-bolt-load-calculations-for-longitudinal-saddle-load-generated-during-bundle-pullout#comments</comments><description>Revision 1 posted to AutoPIPE Wiki by JamieP on 8/20/2020 4:34:46 PM&lt;br /&gt;
&lt;table style="background-color:#dce5f0;border:0px solid #dce5f0;width:600px;"&gt;
&lt;tbody&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;span style="font-size:medium;"&gt;&lt;b&gt;Applies To &lt;/b&gt;&lt;/span&gt;&lt;/td&gt;
&lt;td&gt;&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Product(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;AutoPIPE Vessel&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Version(s):&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;ALL&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Area:&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Calculations&lt;/td&gt;
&lt;/tr&gt;
&lt;tr&gt;
&lt;td style="text-align:right;"&gt;&lt;strong&gt;Date Logged&lt;br /&gt;&amp;amp; Current Version&lt;/strong&gt;&lt;/td&gt;
&lt;td&gt;Oct 2018&lt;br /&gt;40.07.00.007&lt;/td&gt;
&lt;/tr&gt;
&lt;/tbody&gt;
&lt;/table&gt;
&lt;h1&gt;&lt;span style="color:#993300;text-decoration:underline;"&gt;&lt;strong&gt;Problem:&lt;/strong&gt;&lt;/span&gt;&lt;/h1&gt;
&lt;p style="margin-left:60px;"&gt;How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout?&lt;/p&gt;
&lt;h1&gt;&lt;span style="color:#993300;text-decoration:underline;"&gt;&lt;strong&gt;Solution:&lt;/strong&gt;&lt;/span&gt;&lt;/h1&gt;
&lt;p style="margin-left:60px;"&gt;This can be done by specifying an external load equal to the bundle pullout load.&lt;br /&gt;See example below:&lt;/p&gt;
&lt;h3 style="margin-left:60px;"&gt;&lt;strong&gt;Case 1: Without considering bundle pullout load&amp;nbsp;&lt;/strong&gt;&lt;/h3&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;The friction factor = 0.3 is mentioned for a right anchored saddle.&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201812v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the calculation report, the longitudinal saddle load for right saddle is computed as follows:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201815v2.png" alt=" " /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Horizontal Longitudinal Load = friction factor x (total vertical load on saddle 2)&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;= - 0.3 x (reaction due to weight of equipment for the loading case on saddle 2 + weight of saddle 2)&lt;br /&gt;= - 0.3 x (817.3 + 159.8) = - 293.1 daN, negative sign as the reaction is acting to the left&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;So the bolt shear load is calculated as below:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201816v3.png" alt=" " /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Max. shear = RaHL/Sb/nb = 293.1/324.3/4 = 0.226 daN/mm2 = 2.26 N/mm2 = 2.26 MPa.&lt;/p&gt;
&lt;h3 style="margin-left:60px;"&gt;&lt;strong&gt;Case 2: Considering bundle pullout load&lt;/strong&gt;&lt;/h3&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the same model above, now an equivalent bundle pullout load = 1000 daN is applied axially towards&lt;br /&gt;right at the left tangent line:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201817v4.png" alt=" " /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201819v5.png" alt=" " /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;This extra load is now seen in the design report:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201820v6.png" alt=" " /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Horizontal Longitudinal Reaction = -(293.1+1000) = -1293.1 daN&amp;nbsp;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;In the bolt calculation this is taken into account:&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:60px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201821v7.png" alt=" " /&gt;&lt;/p&gt;
&lt;p style="margin-left:60px;padding-left:30px;"&gt;Max. shear = RaHL/Sb/nb = 1293.1/324.3/4 = 0.997 daN/mm2 = 9.97 N/mm2 = 9.97 MPa.&lt;/p&gt;
&lt;h1&gt;See Also&lt;/h1&gt;
&lt;p style="padding-left:30px;"&gt;&lt;strong&gt;&lt;a href="/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/28469/--general-information-autopipe-vessel"&gt;AutoPIPE Vessel&lt;/a&gt;&lt;/strong&gt;&lt;/p&gt;
&lt;p style="padding-left:30px;"&gt;&lt;a title="LEARN Server" href="http://lms.bentley.com/"&gt;&lt;b&gt;Bentley LEARN Server&lt;/b&gt;&lt;/a&gt;&lt;/p&gt;
&lt;h1&gt;&lt;b&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-wikis-components-files/00-00-00-00-41/pastedimage1597941201822v8.png" alt=" " /&gt;&lt;/b&gt;&lt;/h1&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: AutoPIPE Vessel, bolt stress, Calculation, Saddle Support&lt;/div&gt;
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