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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>MHE_ PAVAN TIKATE 3329's Activities</title><link>https://communities.bentley.com/members/fa07f8da_2d00_3c7a_2d00_414f_2d00_af63_2d00_2073b58bf9bd</link><description>MHE_ PAVAN TIKATE 3329's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Member failure after using section from Section wizard</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/248650/member-failure-after-using-section-from-section-wizard</link><pubDate>Tue, 08 Aug 2023 07:59:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:41e69121-71c6-4528-817a-3e2c2ed6efc5</guid><dc:creator>MHE_ PAVAN TIKATE 3329</dc:creator><description>&lt;p&gt;Section BOX ISMC 250 with gap 90mm used as column and designed in STAAD. Due to loading. it has failures.&lt;/p&gt;
&lt;p&gt;for section property enhancement, additional plate applied to BOX section though section wizard.&lt;/p&gt;
&lt;p&gt;But results for member (section wizard) design found to be incorrect/ irrelevant for some members.&lt;/p&gt;
&lt;p&gt;some members are passed with proper stress ratio and some members failed with&amp;nbsp;&lt;span&gt;incorrect/ irrelevant stress ratio.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Please suggest.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Snap-1: Regular Section BOX ISMC 250 with gap 90mm&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Snap-2:&amp;nbsp;Section&amp;nbsp;BOX ISMC 250 with gap 90mm with additional&amp;nbsp;plate of 230x12&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;SEC File, UPT File &amp;amp; STAAD File attached for reference.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Please suggest.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/5282.Snap_2D00_1_5F00_Section-ISMC250-WITH-GAP-80.JPG" /&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/8816.Snap_2D00_2_5F00_Section-ISMC250-WITH-GAP-80-with-Additional-Plate-230x12.JPG" data-uw-rm-ima="un" /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/8816.JT_2D00_1_5F00_DATED-28_2D00_07_2D00_2023.std"&gt;communities.bentley.com/.../8816.JT_2D00_1_5F00_DATED-28_2D00_07_2D00_2023.std&lt;/a&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/7357.MC250PL230X12.zip"&gt;communities.bentley.com/.../7357.MC250PL230X12.zip&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Member failure after using section from Section wizard</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/248377/member-failure-after-using-section-from-section-wizard</link><pubDate>Tue, 01 Aug 2023 10:00:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:38de825d-2ee8-4083-b63a-2390581c857f</guid><dc:creator>MHE_ PAVAN TIKATE 3329</dc:creator><description>&lt;p&gt;Section BOX ISMC 250 with gap 90mm used as column and designed in STAAD. Due to loading. it has failures.&lt;/p&gt;
&lt;p&gt;for section property enhancement, additional plate applied to BOX section though section wizard.&lt;/p&gt;
&lt;p&gt;But results for member (section wizard) design found to be incorrect/ irrelevant for some members.&lt;/p&gt;
&lt;p&gt;some members are passed with proper stress ratio and some members failed with&amp;nbsp;&lt;span&gt;incorrect/ irrelevant stress ratio.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Please suggest.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Snap-1: Regular Section BOX ISMC 250 with gap 90mm&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Snap-2:&amp;nbsp;Section&amp;nbsp;BOX ISMC 250 with gap 90mm with additional&amp;nbsp;plate of 230x12&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;SEC File, UPT File &amp;amp; STAAD File attached for reference.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;span&gt;Please suggest.&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Snap_2D00_1_5F00_Section-ISMC250-WITH-GAP-80.JPG" data-uw-rm-ima="un" /&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/Snap_2D00_2_5F00_Section-ISMC250-WITH-GAP-80-with-Additional-Plate-230x12.JPG" data-uw-rm-ima="un" /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/JT_2D00_1_5F00_DATED-28_2D00_07_2D00_2023.std"&gt;communities.bentley.com/.../JT_2D00_1_5F00_DATED-28_2D00_07_2D00_2023.std&lt;/a&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/MC250PL230X12.zip"&gt;communities.bentley.com/.../MC250PL230X12.zip&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Staad Analysis- Exception Access Violation Raised, Aborting Analysis</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/248034/staad-analysis--exception-access-violation-raised-aborting-analysis</link><pubDate>Mon, 24 Jul 2023 06:24:54 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:baf76b17-b74f-4049-80cf-d48381ce5ce2</guid><dc:creator>MHE_ PAVAN TIKATE 3329</dc:creator><description>&lt;p&gt;While doing Staad Analysis Error- &amp;ldquo;Exception Access Violation Raised, Aborting Analysis&amp;rdquo; has occurred.&lt;/p&gt;
&lt;p&gt;MEMORY 200&lt;/p&gt;
&lt;p&gt;STAAD SPACE&lt;/p&gt;
&lt;p&gt;START JOB INFORMATION&lt;/p&gt;
&lt;p&gt;END JOB INFORMATION&lt;/p&gt;
&lt;p&gt;SET NL 1060&lt;/p&gt;
&lt;p&gt;INPUT WIDTH 79&lt;/p&gt;
&lt;p&gt;&amp;nbsp;Has been given in input. Still problem is unresolved. Please suggest solution. &amp;nbsp;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Staad Files also atatched.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img style="max-height:240px;max-width:320px;" alt=" " src="/resized-image/__size/640x480/__key/communityserver-discussions-components-files/5932/7711.STAAD-CASE.JPG" data-uw-rm-ima="un" /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5932/6253.std"&gt;communities.bentley.com/.../6253.std&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Is there any facility in STAAD to design Steel Structures for blast loading?</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/241820/is-there-any-facility-in-staad-to-design-steel-structures-for-blast-loading</link><pubDate>Fri, 17 Feb 2023 05:23:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9561d3cd-7cfe-4ea8-b15d-5276bfd59f72</guid><dc:creator>MHE_ PAVAN TIKATE 3329</dc:creator><description>&lt;p&gt;Anyone can elaborate about the blast resistant design for Steel Structures in STAAD. Any video/document related to blast resistant design, parameters to be considered for loading, load combinations with blast load, limiting values, etc will be helpful.&lt;/p&gt;
&lt;p&gt;Thanking you in anticipation.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Stress Ratio for All the bracing members After Using Section 12 Command of IS800-2007 LSD in Design parameter</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/241351/stress-ratio-for-all-the-bracing-members-after-using-section-12-command-of-is800-2007-lsd-in-design-parameter</link><pubDate>Tue, 07 Feb 2023 08:36:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3c610e69-9f1a-4d0a-86fe-8ccea32c54fc</guid><dc:creator>MHE_ PAVAN TIKATE 3329</dc:creator><description>&lt;p&gt;I have used STAAD design parameters related to section 12 of IS800-2007 LSD. It has been found that major bracings are having same stress ratio. Unable to track the reason. Anyone have any suggestions, references?&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, 07 Feb 2023 01:10:41 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:09fdcb87-f73d-4cfa-855a-388b37d78653</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Section 12 of IS800-2007 LSD Design Parameter</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/241353/section-12-of-is800-2007-lsd-design-parameter</link><pubDate>Tue, 07 Feb 2023 08:40:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4c7035b5-782a-4e4f-9a69-dabc63cec087</guid><dc:creator>MHE_ PAVAN TIKATE 3329</dc:creator><description>&lt;p&gt;I am trying to use Design Parameter of Section 12 of IS800-2007 LSD in STAAD.&lt;/p&gt;
&lt;p&gt;Please suggest which Design Parameter of Section 12 should be taken care in STAAD File.&lt;/p&gt;
&lt;p&gt;Any Example will be helpful.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>