<?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>Danish Abdullah's Communities Activities</title><link>https://communities.bentley.com/members/f79494e0_2d00_0ce4_2d00_4783_2d00_a4ee_2d00_78ba4cb50a88</link><description>Recent activity for people in Danish Abdullah's community</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>SHEAR Failure of RAFT in STAAD PRO - need asap help</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/235227/shear-failure-of-raft-in-staad-pro---need-asap-help</link><pubDate>Thu, 08 Sep 2022 09:23:43 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:87a5aa05-e72d-4406-9923-9aadbc75091a</guid><dc:creator>Danish Abdullah</dc:creator><description>&lt;p&gt;Hi, I am modelling a substructure in STAAD Pro and after application of loads when i ran analysis i got my raft failed in shear. my allowable shear is 0.675 KPa and the actual shear stress is 1.5 KPa, i have ignored the plates under the columns and even modified my mesh in such a way so that i can even ignore the plates at distance &amp;quot;d&amp;quot; from the face of columns but still the problem is there. my raft thickness is 450 mm . i have even increased the raft thickness to 500 mm but it also didn&amp;#39;t work. i have created a group named as &amp;quot; RAFTSHEAR&amp;quot; to check the shear stress of Raft. my model is attached for reference. here is a link to my model&lt;/p&gt;
&lt;p&gt;&lt;a href="https://alfanargroup-my.sharepoint.com/:u:/g/personal/danish_abdullah_dar-engineering_com/EUTvNE-lGIBHmMg1_PC9pKwBpM8CIAV8D5vdTxbj7HydPw?e=OZEpAr"&gt;alfanargroup-my.sharepoint.com/.../EUTvNE-lGIBHmMg1_PC9pKwBpM8CIAV8D5vdTxbj7HydPw&lt;/a&gt;&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, 06 Sep 2022 02:22:08 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:972279d7-ce29-4b9f-bc28-0837f0bbd9a1</guid><dc:creator /><description>Ask a question in a forum.</description></item><item><title>Error - Modulus of elasticity not entered for member/element/solid no.</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/235110/error---modulus-of-elasticity-not-entered-for-member-element-solid-no</link><pubDate>Tue, 06 Sep 2022 13:25:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:aabdc245-786a-4a01-af24-c88c9f4a7d1a</guid><dc:creator>Danish Abdullah</dc:creator><description>&lt;p&gt;i am modelling a building substructure in STAAD PRO CONNECT EDIITION And getting the error regarding modulus of elasticity. i have used&amp;quot; Missing property tool&amp;quot; to check if any member/element is left from property assignment but it shows that there is no entitiy with missing property. my model is attcahed for reference here is a link to my model&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;a href="https://alfanargroup-my.sharepoint.com/:u:/g/personal/danish_abdullah_dar-engineering_com/Ee-PcXLuPexBm5MweStzDNcBxgcSdr2NH7Qr1OdH_jMpiA?e=58OKzc"&gt;alfanargroup-my.sharepoint.com/.../Ee-PcXLuPexBm5MweStzDNcBxgcSdr2NH7Qr1OdH_jMpiA&lt;/a&gt; .&lt;/p&gt;
&lt;p&gt;please help ASAP&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1662470565191v1.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;this is the list of 100 error that I am getting&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1662470617186v2.png" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;there is no member with missing property&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>