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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>HOW TO FIXED THIS PROBLEM &amp;quot;**WARNING-fx fy fz wind forces:  4.4589E-02  0.0000E+00  0.0000E+00&amp;quot;</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/245771/how-to-fixed-this-problem-warning-fx-fy-fz-wind-forces-4-4589e-02-0-0000e-00-0-0000e-00</link><description>Good day! 
 How to solve this warning? I already set the range of application in the load cases details, still no avail to fix this one. Thanks.</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: HOW TO FIXED THIS PROBLEM "**WARNING-fx fy fz wind forces:  4.4589E-02  0.0000E+00  0.0000E+00"</title><link>https://communities.bentley.com/thread/767572?ContentTypeID=1</link><pubDate>Sat, 27 May 2023 12:06:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ddc8e245-d734-441a-9152-e2fd2d189bdb</guid><dc:creator>Ruel Cepeda</dc:creator><description>&lt;meta content="text/html; charset=utf-8" /&gt;
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&lt;div class=""&gt;Good day, why it is that there’s no concrete design reinforcement in the staad design output? Thanks. I’m using the ACI 318-14.&lt;/div&gt;
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&lt;div class=""&gt;&lt;img width="807" height="595" style="width:8.4027in;height:6.2013in;" id="Picture_x0020_2" src="/cfs-file/__key/communityserver-discussions-components-files/5932/4774.image001.png" alt=" " /&gt;&lt;/div&gt;
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&lt;/div&gt;&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: HOW TO FIXED THIS PROBLEM "**WARNING-fx fy fz wind forces:  4.4589E-02  0.0000E+00  0.0000E+00"</title><link>https://communities.bentley.com/thread/767569?ContentTypeID=1</link><pubDate>Sat, 27 May 2023 09:42:56 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:643edb10-4499-4e06-bd46-7c5b87d15157</guid><dc:creator>Ruel Cepeda</dc:creator><description>&lt;meta content="text/html; charset=utf-8" /&gt;
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&lt;div class=""&gt;Thank you for your response. &lt;/div&gt;
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&lt;/div&gt;&lt;/div&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: HOW TO FIXED THIS PROBLEM "**WARNING-fx fy fz wind forces:  4.4589E-02  0.0000E+00  0.0000E+00"</title><link>https://communities.bentley.com/thread/767412?ContentTypeID=1</link><pubDate>Fri, 26 May 2023 05:57:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3069e1f4-051c-4d2f-bbd5-494e62ef53d6</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;These warnings are reported, because the program is not able to generate wind load on some areas, as the geometry is too complex. I would recommend you to apply wind load for a group of members (certain areas) which are really exposed to wind. Create a group of members for each wall separately and then apply wind loads to each group (this can be done by using STAAD Editor only). Some more details on this can be found here (question #27): &lt;a href="https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/2042/staad-pro-load-generation-faq#FAQ27"&gt;communities.bentley.com/.../staad-pro-load-generation-faq&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;An attached model could be used as an example, where I have created separate groups (WindX1 to WindX6) where wind load in X direction will act. I then applied wind load to those groups only (by using STAAD Editor). You would need to do the same for members exposed to wind load in Z direction and repeat the same task for each load case.&lt;br /&gt;&lt;br /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/P2303_5F00_20230525_2800_Bentley_29005F00_MOD.std"&gt;communities.bentley.com/.../P2303_5F00_20230525_2800_Bentley_29005F00_MOD.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: HOW TO FIXED THIS PROBLEM "**WARNING-fx fy fz wind forces:  4.4589E-02  0.0000E+00  0.0000E+00"</title><link>https://communities.bentley.com/thread/767283?ContentTypeID=1</link><pubDate>Thu, 25 May 2023 12:31:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:13396c24-f1b0-4b07-b5e9-3e5fd3ccf578</guid><dc:creator>Ruel Cepeda</dc:creator><description>&lt;p&gt;Here. Thanks.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/P2303_5F00_20230525_2800_Bentley_2900_.std"&gt;communities.bentley.com/.../P2303_5F00_20230525_2800_Bentley_2900_.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: HOW TO FIXED THIS PROBLEM "**WARNING-fx fy fz wind forces:  4.4589E-02  0.0000E+00  0.0000E+00"</title><link>https://communities.bentley.com/thread/767250?ContentTypeID=1</link><pubDate>Thu, 25 May 2023 10:14:29 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:66d73382-7521-476d-a502-c5d146583ef9</guid><dc:creator>Modestas</dc:creator><description>&lt;p&gt;Attach the model please.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>