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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/"><channel><title>narendra reddy's Communities Activities</title><link>https://communities.bentley.com/members/424f1ee5_2d00_7a42_2d00_4a79_2d00_a665_2d00_cce5de67b20d</link><description>Recent activity for people in narendra reddy's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Macro For extracting Reactions for all the Loads and nodes at a time</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/172994/macro-for-extracting-reactions-for-all-the-loads-and-nodes-at-a-time</link><pubDate>Tue, 01 Jan 2019 12:36:02 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5773b329-1a99-45ad-9600-9f3af7b6b19d</guid><dc:creator>narendra reddy</dc:creator><description>&lt;p&gt;Dear All,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I will be glad if you help me with the code. I Already have a code where i need to enter load case number to get the reactions at the particular load case.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have almost 1000 load cases and i want all the load cases to get in excel at once.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;the code i have is&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Private Sub CommandButton1_Click()&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Dim objOpenSTAAD As Object&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#ff0000;"&gt;Dim supp_count As Long&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#ff0000;"&gt;Dim supp_nodes() As Long&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#ff0000;"&gt;Dim loadcase As Long&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#ff0000;"&gt;Dim dReactionArray(0 To 5) As Double&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#ff0000;"&gt;Dim count As Integer&lt;/span&gt;&lt;br /&gt;&lt;span style="color:#ff0000;"&gt;Dim count1 As Integer&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Set objOpenSTAAD = GetObject(, &amp;quot;StaadPro.OpenSTAAD&amp;quot;)&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;loadcase = Cells(1, 2).Value&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;supp_count = objOpenSTAAD.Support.GetSupportCount&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;ReDim supp_nodes(0 To (supp_count - 1)) As Long&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;objOpenSTAAD.Support.GetSupportNodes supp_nodes&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;For count = 1 To supp_count&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;objOpenSTAAD.Output.GetSupportReactions supp_nodes(count - 1), loadcase, dReactionArray&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Cells(count + 2, 1).Value = supp_nodes(count - 1)&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;For count1 = 1 To 6&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Cells(count + 2, count1 + 1).Value = dReactionArray(count1 - 1)&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Next&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Next&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;Set objOpenSTAAD = Nothing&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;End Sub&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="color:#ff0000;"&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How can i apply seismic loads on portal frame Bridge</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/173872/how-can-i-apply-seismic-loads-on-portal-frame-bridge</link><pubDate>Fri, 18 Jan 2019 07:15:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a8dabf25-21e0-45aa-9fb5-6e44153884c1</guid><dc:creator>narendra reddy</dc:creator><description>&lt;p&gt;Dear Members,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;can u please guide me how to do seismic analysis in staad for the portal type structure(Integral). span is for 24.0&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/portal_2D00_model-.std"&gt;communities.bentley.com/.../portal_2D00_model-.std&lt;/a&gt;m and here am attaching a model for 10.0m&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Tue, 01 Jan 2019 10:42:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a997ff29-a9f3-48aa-8666-de4d83d1e336</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>