<?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>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area</link><description /><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area</link><pubDate>Fri, 15 Apr 2022 15:10:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Current Revision posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/15/2022 3:10:54 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;&lt;/strong&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;&lt;strong&gt;Longitudinal&lt;/strong&gt;&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom, and the top;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;&lt;/strong&gt;: two&lt;span&gt;&amp;nbsp;values for torsional transversal analysis:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;strong&gt;&lt;em&gt;At&lt;/em&gt;&lt;/strong&gt;, the maximum reinforcement area, per unit length in the longitudinal direction, for the&amp;nbsp;&lt;/span&gt;Stirrups arranged in cuts across the sections;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;em&gt; A&lt;/em&gt;l&lt;/strong&gt;: the longitudinal torsion reinforcement as one&amp;nbsp;integral value for the complete effective cross-section that will be usually distributed along the perimeter line.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement as different types of reinforcement will yield distinct results with different meanings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/53225/rm-bridge-web-flanges---shear-reinforcement"&gt;communities.bentley.com/.../rm-bridge-web-flanges---shear-reinforcement&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/m/bridge_design_and_engineering_gallery/275156"&gt;communities.bentley.com/.../275156&lt;/a&gt;&lt;/p&gt;
&lt;div class="mainbody"&gt;&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
</description></item><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area/revision/7</link><pubDate>Fri, 15 Apr 2022 15:10:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Revision 7 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/15/2022 3:10:38 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;&lt;/strong&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;&lt;strong&gt;Longitudinal&lt;/strong&gt;&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom, and the top;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;&lt;/strong&gt;: two&lt;span&gt;&amp;nbsp;values for torsional transversal analysis:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;strong&gt;&lt;em&gt;At&lt;/em&gt;&lt;/strong&gt;, the maximum reinforcement area, per unit length in the longitudinal direction, for the&amp;nbsp;&lt;/span&gt;Stirrups arranged in cuts across the sections;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;em&gt; A&lt;/em&gt;l&lt;/strong&gt;: the longitudinal torsion reinforcement as one&amp;nbsp;integral value for the complete effective cross-section that will be usually distributed along the perimeter line.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement as different types of reinforcement will yield distinct results with different meanings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/53225/rm-bridge-web-flanges---shear-reinforcement"&gt;communities.bentley.com/.../rm-bridge-web-flanges---shear-reinforcement&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/m/bridge_design_and_engineering_gallery/275156"&gt;communities.bentley.com/.../275156&lt;/a&gt;&lt;/p&gt;
&lt;div class="mainbody"&gt;
&lt;div class="body refbody"&gt;&lt;a href="/products/bridge_design___engineering/m/bridge_design_and_engineering_gallery/275156"&gt;Video 3: RM Bridge &amp;ndash; Reinforcements Definition. - LARS | LEAP | OpenBridge | RM Files - LARS | LEAP | OpenBridge | RM - Bentley Communities&lt;/a&gt;&lt;/div&gt;
&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
</description></item><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area/revision/6</link><pubDate>Fri, 15 Apr 2022 15:10:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Revision 6 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/15/2022 3:10:13 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;&lt;/strong&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;&lt;strong&gt;Longitudinal&lt;/strong&gt;&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom, and the top;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;&lt;/strong&gt;: two&lt;span&gt;&amp;nbsp;values for torsional transversal analysis:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;strong&gt;&lt;em&gt;At&lt;/em&gt;&lt;/strong&gt;, the maximum reinforcement area, per unit length in the longitudinal direction, for the&amp;nbsp;&lt;/span&gt;Stirrups arranged in cuts across the sections;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;em&gt; A&lt;/em&gt;l&lt;/strong&gt;: the longitudinal torsion reinforcement as one&amp;nbsp;integral value for the complete effective cross-section that will be usually distributed along the perimeter line.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement as different types of reinforcement will yield distinct results with different meanings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/53225/rm-bridge-web-flanges---shear-reinforcement"&gt;communities.bentley.com/.../rm-bridge-web-flanges---shear-reinforcement&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;div class="mainbody"&gt;
&lt;div class="body refbody"&gt;&lt;a href="/products/bridge_design___engineering/m/bridge_design_and_engineering_gallery/275156"&gt;Video 3: RM Bridge &amp;ndash; Reinforcements Definition. - LARS | LEAP | OpenBridge | RM Files - LARS | LEAP | OpenBridge | RM - Bentley Communities&lt;/a&gt;&lt;/div&gt;
&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
</description></item><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area/revision/5</link><pubDate>Fri, 15 Apr 2022 15:09:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Revision 5 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/15/2022 3:09:58 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;&lt;/strong&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;&lt;strong&gt;Longitudinal&lt;/strong&gt;&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom, and the top;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;&lt;/strong&gt;: two&lt;span&gt;&amp;nbsp;values for torsional transversal analysis:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;strong&gt;&lt;em&gt;At&lt;/em&gt;&lt;/strong&gt;, the maximum reinforcement area, per unit length in the longitudinal direction, for the&amp;nbsp;&lt;/span&gt;Stirrups arranged in cuts across the sections;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;em&gt; A&lt;/em&gt;l&lt;/strong&gt;: the longitudinal torsion reinforcement as one&amp;nbsp;integral value for the complete effective cross-section that will be usually distributed along the perimeter line.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement as different types of reinforcement will yield distinct results with different meanings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/53225/rm-bridge-web-flanges---shear-reinforcement"&gt;communities.bentley.com/.../rm-bridge-web-flanges---shear-reinforcement&lt;/a&gt;&lt;/p&gt;
&lt;div class="mainbody"&gt;
&lt;div class="body refbody"&gt;&lt;a href="/products/bridge_design___engineering/m/bridge_design_and_engineering_gallery/275156"&gt;Video 3: RM Bridge &amp;ndash; Reinforcements Definition. - LARS | LEAP | OpenBridge | RM Files - LARS | LEAP | OpenBridge | RM - Bentley Communities&lt;/a&gt;&lt;/div&gt;
&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
</description></item><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area/revision/4</link><pubDate>Thu, 14 Apr 2022 21:43:33 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Revision 4 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/14/2022 9:43:33 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;&lt;/strong&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;&lt;strong&gt;Longitudinal&lt;/strong&gt;&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom, and the top;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;/strong&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;&lt;/strong&gt;: two&lt;span&gt;&amp;nbsp;values for torsional transversal analysis:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;strong&gt;&lt;em&gt;At&lt;/em&gt;&lt;/strong&gt;, the maximum reinforcement area, per unit length in the longitudinal direction, for the&amp;nbsp;&lt;/span&gt;Stirrups arranged in cuts across the sections;&lt;/li&gt;
&lt;li&gt;&lt;strong&gt;&lt;em&gt; A&lt;/em&gt;l&lt;/strong&gt;: the longitudinal torsion reinforcement as one&amp;nbsp;integral value for the complete effective cross-section that will be usually distributed along the perimeter line.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement as different types of reinforcement will yield distinct results with different meanings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/53225/rm-bridge-web-flanges---shear-reinforcement"&gt;communities.bentley.com/.../rm-bridge-web-flanges---shear-reinforcement&lt;/a&gt;&lt;/p&gt;
&lt;div class="mainbody"&gt;
&lt;div class="body refbody"&gt;&lt;/div&gt;
&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
</description></item><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area/revision/3</link><pubDate>Thu, 14 Apr 2022 21:42:41 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Revision 3 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/14/2022 9:42:41 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Longitudinal&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom, and the top;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;: two&lt;span&gt;&amp;nbsp;values for torsional transversal analysis:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;em&gt;At&lt;/em&gt;, the maximum reinforcement area, per unit length in the longitudinal direction, for the&amp;nbsp;&lt;/span&gt;Stirrups arranged in cuts across the sections;&lt;/li&gt;
&lt;li&gt;&lt;em&gt; A&lt;/em&gt;l: the longitudinal torsion reinforcement as one&amp;nbsp;integral value for the complete effective cross-section that will be usually distributed along the perimeter line.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement as different types of reinforcement will yield distinct results with different meanings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/53225/rm-bridge-web-flanges---shear-reinforcement"&gt;communities.bentley.com/.../rm-bridge-web-flanges---shear-reinforcement&lt;/a&gt;&lt;/p&gt;
&lt;div class="mainbody"&gt;
&lt;div class="body refbody"&gt;&lt;/div&gt;
&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;

&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
</description></item><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area/revision/2</link><pubDate>Thu, 14 Apr 2022 21:42:17 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Revision 2 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/14/2022 9:42:17 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Longitudinal&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom, and the top;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;: two&lt;span&gt;&amp;nbsp;values for torsional transversal analysis:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;em&gt;At&lt;/em&gt;, the maximum reinforcement area, per unit length in the longitudinal direction, for the&amp;nbsp;&lt;/span&gt;Stirrups arranged in cuts across the sections;&lt;/li&gt;
&lt;li&gt;&lt;em&gt; A&lt;/em&gt;l: the longitudinal torsion reinforcement as one&amp;nbsp;integral value for the complete effective cross-section that will be usually distributed along the perimeter line.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement as different types of reinforcement will yield distinct results with different meanings.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
</description></item><item><title>Reinforcement Type and Area</title><link>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area/revision/1</link><pubDate>Thu, 14 Apr 2022 21:30:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4cfc9820-734b-4c85-b531-6c79ba14ba65</guid><dc:creator>MarcosBeier</dc:creator><comments>https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/59311/reinforcement-type-and-area#comments</comments><description>Revision 1 posted to LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki by MarcosBeier on 4/14/2022 9:30:44 PM&lt;br /&gt;
&lt;p&gt;Depending on the &lt;em&gt;Reinforcement Type&lt;/em&gt;, the reinforcement area input and results are slightly different, as listed below:&lt;/p&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Bending&lt;/span&gt;: one value for the total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Longitudinal&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;total reinforcement area;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Shear long&lt;/span&gt;&lt;span&gt;: two values for the&amp;nbsp;&lt;/span&gt;reinforcement area, the bottom and the top;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Shear web&lt;/span&gt;&lt;span&gt;: one value for the&amp;nbsp;&lt;/span&gt;required shear reinforcement, as the total per length;&lt;/li&gt;
&lt;li&gt;&lt;span style="text-decoration:underline;"&gt;Torsion&lt;/span&gt;: two&lt;span&gt;&amp;nbsp;values:&lt;/span&gt;
&lt;ul&gt;
&lt;li&gt;&lt;span&gt;&lt;em&gt;At&lt;/em&gt;, for the&amp;nbsp;&lt;/span&gt;Stirrups;&lt;/li&gt;
&lt;li&gt;&lt;em&gt; A&lt;/em&gt;l: longitudinal torsion reinforcement.&lt;/li&gt;
&lt;/ul&gt;
&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;Important to notice that &lt;span style="text-decoration:underline;"&gt;the &lt;strong&gt;calculated results A2 are&amp;nbsp;additional&lt;/strong&gt; to the required A1 input&lt;/span&gt;&amp;nbsp;and are also dependable on the type of reinforcement.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
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&lt;div style="font-size: 90%;"&gt;Tags: bending, Shear, reinforcement, result, Area, torsion, Longitudinal, Reinforcing Steel&lt;/div&gt;
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