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<?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/" xmlns:slash="http://purl.org/rss/1.0/modules/slash/" xmlns:wfw="http://wellformedweb.org/CommentAPI/"><channel><title>Shear wall design erro</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/135017/shear-wall-design-erro</link><description>Good Day Everyone, 
 
 I have completed a staad model of a staircase, however I have been recieving the following error from the shear wall design results &amp;quot;FAILED:NO REBAR IS AVAILABLE FOR VERTICAL REINFORCEMENT&amp;quot;. Does any one know why this would occur</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: Shear wall design erro</title><link>https://communities.bentley.com/thread/409902?ContentTypeID=1</link><pubDate>Wed, 19 Apr 2017 01:43:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fd7f8954-302d-4935-9e4a-6ad3bed02bc5</guid><dc:creator>Gilbert Fontenard</dc:creator><description>Thank you, however, why is this the only solution to the problem? The forces the wall has to resist are small, therefore I believed minimum values for reinforcement would be adequate. Is there a specific reason why this error occurred?&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Shear wall design erro</title><link>https://communities.bentley.com/thread/409641?ContentTypeID=1</link><pubDate>Mon, 17 Apr 2017 10:38:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e0ce1033-b4cc-4945-a104-c53df9cc7ba1</guid><dc:creator>DSANJU</dc:creator><description>I have added TWO 1 ALL parameter in shear wall design to instruct the program to use two layered reinforcement. This resolves the problem. The modified model has been attached.&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Shear wall design erro</title><link>https://communities.bentley.com/thread/409640?ContentTypeID=1</link><pubDate>Mon, 17 Apr 2017 10:37:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2804f394-08ff-49ca-a690-570d9dcf6af7</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;I have added TWO 1 ALL parameter in shear wall design to instruct the program to use two layered reinforcement. This resolves the problem. The modified model has been attached.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/6371.simply-supported-stairs.std"&gt;communities.bentley.com/.../6371.simply-supported-stairs.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: Shear wall design erro</title><link>https://communities.bentley.com/thread/409639?ContentTypeID=1</link><pubDate>Mon, 17 Apr 2017 10:35:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c60504e4-3b7a-4e46-8503-08521ff3d0fd</guid><dc:creator>DSANJU</dc:creator><description>&lt;p&gt;I have added TWO 1 ALL parameter in shear wall design to instruct the program to use two layered reinforcement. This resolves the problem. The modified model has been attached.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/simply-supported-stairs.std"&gt;communities.bentley.com/.../simply-supported-stairs.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>