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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>why FX is coming in the hinged beam : Staad results</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/249347/why-fx-is-coming-in-the-hinged-beam-staad-results</link><description>system: 
 Girder : Moment beam stub : shear splice / hinge : load carrying beam : shear splice / hinge : moment beam stub girder 
 question :Why FX is produced or generated in load carrying beam which is having a moment release MZ and MY in both ends</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>RE: why FX is coming in the hinged beam : Staad results</title><link>https://communities.bentley.com/thread/779131?ContentTypeID=1</link><pubDate>Thu, 24 Aug 2023 14:48:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:7a1cae25-0493-4dcf-b6e1-20c752928c62</guid><dc:creator>Ganesan A</dc:creator><description>&lt;p&gt;Could please explain how it is happening&amp;hellip; free body diagram if possible please&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: why FX is coming in the hinged beam : Staad results</title><link>https://communities.bentley.com/thread/779111?ContentTypeID=1</link><pubDate>Thu, 24 Aug 2023 12:39:35 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:285c2285-ffc4-4c07-ada6-d14dce000ecd</guid><dc:creator>V L Hari Naidu</dc:creator><description>&lt;p&gt;It is because the Hinged beam is continuous.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>RE: why FX is coming in the hinged beam : Staad results</title><link>https://communities.bentley.com/thread/779074?ContentTypeID=1</link><pubDate>Thu, 24 Aug 2023 09:35:38 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:567e98a9-aaa8-4b68-8895-21640e55ffd7</guid><dc:creator>Ganesan A</dc:creator><description>&lt;p&gt;i am attaching the Staad file also for ready reference : kindly review the results for Beam No 88 ,89 and 90.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;STAAD SPACE&lt;br /&gt;START JOB INFORMATION&lt;br /&gt;ENGINEER DATE 21-Aug-23&lt;br /&gt;END JOB INFORMATION&lt;br /&gt;INPUT WIDTH 79&lt;br /&gt;UNIT METER MTON&lt;br /&gt;JOINT COORDINATES&lt;br /&gt;1 0 0 0; 2 5 0 0; 3 0.5 0 0; 4 4.5 0 0; 5 0 0 5; 6 0.5 0 5; 7 4.5 0 5; 8 5 0 5;&lt;br /&gt;9 0 0 -5; 12 5 0 -5; 13 10 0 0; 14 10 0 5; 15 10 0 -5; 16 15 0 -5; 17 15 0 0;&lt;br /&gt;18 15 0 5; 19 12.5 4 0; 20 12.5 4 5; 21 12.5 4 -5; 22 10 -10 5; 23 10 -10 -5;&lt;br /&gt;24 15 -10 -5; 25 15 -10 5; 26 25 0 -5; 27 25 0 0; 28 25 0 5; 29 30 0 -5;&lt;br /&gt;30 30 0 0; 31 30 0 5; 32 27.5 4 -5; 33 27.5 4 0; 34 27.5 4 5; 35 25 -10 5;&lt;br /&gt;36 25 -10 -5; 37 30 -10 -5; 38 30 -10 5; 39 35 0 -5; 40 35 0 0; 41 35 0 5;&lt;br /&gt;42 40 0 -5; 43 40 0 0; 44 40 0 5; 45 37.5 4 -5; 46 37.5 4 0; 47 37.5 4 5;&lt;br /&gt;48 35 -10 5; 49 35 -10 -5; 50 40 -10 -5; 51 40 -10 5; 52 35.6 0 0; 53 35.6 0 5;&lt;br /&gt;54 35.6 0 -5; 55 39.4 0 0; 56 39.4 0 5; 57 39.4 0 -5; 58 45 0 -5; 59 45 0 0;&lt;br /&gt;60 45 0 5; 61 50 0 -5; 62 50 0 0; 63 50 0 5; 64 45.6 0 0; 65 45.6 0 5;&lt;br /&gt;66 45.6 0 -5; 67 47.5 4 -5; 68 47.5 4 0; 69 47.5 4 5; 70 45 -10 5;&lt;br /&gt;71 45 -10 -5; 72 50 -10 -5; 73 50 -10 5; 74 49.4 0 0; 75 49.4 0 5;&lt;br /&gt;76 49.4 0 -5;&lt;br /&gt;MEMBER INCIDENCES&lt;br /&gt;1 1 3; 2 3 4; 3 4 2; 4 5 6; 5 6 7; 6 7 8; 7 9 12; 8 15 13; 9 13 14; 10 16 17;&lt;br /&gt;11 17 18; 12 13 17; 13 14 18; 14 15 16; 15 15 21; 16 16 21; 17 13 19; 18 17 19;&lt;br /&gt;19 14 20; 20 18 20; 21 22 14; 22 23 15; 23 24 16; 24 25 18; 25 26 27; 26 27 28;&lt;br /&gt;27 29 30; 28 30 31; 29 27 30; 30 28 31; 31 26 29; 32 26 32; 33 32 29; 34 27 33;&lt;br /&gt;35 33 30; 36 28 34; 37 34 31; 38 35 28; 39 36 26; 40 37 29; 41 38 31; 42 26 32;&lt;br /&gt;43 32 29; 44 27 33; 45 33 30; 46 28 34; 47 34 31; 48 39 40; 49 40 41; 50 42 43;&lt;br /&gt;51 43 44; 52 40 52; 53 41 53; 54 39 54; 55 39 45; 56 45 42; 57 40 46; 58 46 43;&lt;br /&gt;59 41 47; 60 47 44; 61 48 41; 62 49 39; 63 50 42; 64 51 44; 65 52 55; 66 53 56;&lt;br /&gt;67 54 57; 68 55 43; 69 56 44; 70 57 42; 71 58 59; 72 59 60; 73 61 62; 74 62 63;&lt;br /&gt;75 59 64; 76 60 65; 77 58 66; 78 58 67; 79 67 61; 80 59 68; 81 68 62; 82 60 69;&lt;br /&gt;83 69 63; 84 70 60; 85 71 58; 86 72 61; 87 73 63; 88 64 74; 89 65 75; 90 66 76;&lt;br /&gt;91 74 62; 92 75 63; 93 76 61; 94 58 67; 95 61 67; 96 59 68; 97 62 68; 98 60 69;&lt;br /&gt;99 63 69;&lt;br /&gt;DEFINE PMEMBER&lt;br /&gt;7 PMEMBER 1&lt;br /&gt;START USER TABLE&lt;br /&gt;TABLE 1&lt;br /&gt;UNIT METER MTON&lt;br /&gt;WIDE FLANGE&lt;br /&gt;wb7000x1200-85x28&lt;br /&gt;0.39524 7 0.028 1.2 0.085 3.18223 0.0244925 0.000541277 0.196 0.136&lt;br /&gt;END&lt;br /&gt;MEMBER RELEASE&lt;br /&gt;2 5 12 TO 20 29 TO 32 34 36 55 57 59 65 TO 67 78 80 82 88 TO 89 -&lt;br /&gt;90 START MPY 0.999 MPZ 0.999&lt;br /&gt;2 5 12 TO 14 29 TO 31 33 35 37 56 58 60 65 TO 67 79 81 83 88 TO 89 -&lt;br /&gt;90 END MPY 0.999 MPZ 0.999&lt;br /&gt;DEFINE MATERIAL START&lt;br /&gt;ISOTROPIC STEEL&lt;br /&gt;E 2.05e+08&lt;br /&gt;POISSON 0.3&lt;br /&gt;DENSITY 76.8195&lt;br /&gt;ALPHA 1.2e-05&lt;br /&gt;DAMP 0.03&lt;br /&gt;G 7.88462e+07&lt;br /&gt;TYPE STEEL&lt;br /&gt;STRENGTH RY 1.5 RT 1.2&lt;br /&gt;END DEFINE MATERIAL&lt;br /&gt;MEMBER PROPERTY JINDAL&lt;br /&gt;42 TO 47 94 TO 99 TABLE ST NPB400X180X66.3&lt;br /&gt;MEMBER PROPERTY&lt;br /&gt;8 TO 11 25 TO 28 48 TO 51 71 TO 74 UPTABLE 1 wb7000x1200-85x28&lt;br /&gt;MEMBER PROPERTY JINDAL&lt;br /&gt;21 TO 24 38 TO 41 61 TO 64 84 TO 87 TABLE ST NPB600X220X107.6&lt;br /&gt;1 3 4 6 52 TO 54 65 TO 70 75 TO 77 88 TO 93 TABLE ST WPB600X300X128.8&lt;br /&gt;2 5 TABLE ST WPB700X300X149.9&lt;br /&gt;7 12 TO 14 29 TO 31 TABLE ST WPB800X300X171.5&lt;br /&gt;MEMBER PROPERTY INDIAN&lt;br /&gt;15 TO 20 32 TO 37 TABLE D ISMC75&lt;br /&gt;55 TO 60 78 TO 83 TABLE D ISMC100&lt;br /&gt;CONSTANTS&lt;br /&gt;BETA 90 MEMB 21 TO 24 38 TO 41 61 TO 64 84 TO 87&lt;br /&gt;MATERIAL STEEL ALL&lt;br /&gt;SUPPORTS&lt;br /&gt;1 2 9 12 22 TO 25 35 TO 38 48 TO 51 70 TO 73 PINNED&lt;br /&gt;5 8 FIXED&lt;br /&gt;MEMBER OFFSET&lt;br /&gt;8 TO 11 25 TO 28 48 TO 51 71 TO 74 START 0 1.5 0&lt;br /&gt;8 TO 11 25 TO 28 48 TO 51 71 TO 74 END 0 1.5 0&lt;br /&gt;15 TO 20 32 34 36 55 57 59 78 80 82 START 0 4 0&lt;br /&gt;21 TO 24 38 TO 41 61 TO 64 84 TO 87 END 0 -2 0&lt;br /&gt;33 35 37 56 58 60 79 81 83 END 0 4 0&lt;br /&gt;33 35 37 56 58 60 79 81 83 START 0 0 0&lt;br /&gt;43 45 47 END 0 0.25 0&lt;br /&gt;42 44 46 94 TO 99 START 0 0.25 0&lt;br /&gt;MEMBER TRUSS &lt;br /&gt;42 TO 47 94 TO 99&lt;br /&gt;LOAD 1 LOADTYPE None TITLE LOAD CASE 1&lt;br /&gt;MEMBER LOAD&lt;br /&gt;2 5 CON GY -50&lt;br /&gt;7 CON GY -50&lt;br /&gt;12 TO 14 29 TO 31 CON GY -50&lt;br /&gt;67 90 CON GY -50 1.9&lt;br /&gt;66 89 CON GY -50 1.9&lt;br /&gt;65 88 CON GY -50 1.9&lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;PARAMETER 1&lt;br /&gt;CODE INDIAN&lt;br /&gt;LY 5 MEMB 15 TO 20 32 TO 37 55 TO 60 78 TO 83&lt;br /&gt;LZ 5 MEMB 15 TO 20 32 TO 37 55 TO 60 78 TO 83&lt;br /&gt;UNL 5 MEMB 15 TO 20 32 TO 37 55 TO 60 78 TO 83&lt;br /&gt;SELECT ALL&lt;br /&gt;CHECK CODE ALL&lt;br /&gt;PERFORM ANALYSIS&lt;br /&gt;FINISH&lt;br /&gt;&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>