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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>Loads disappear</title><link>https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/44934/loads-disappear</link><description>Could someone please explain why the floor loads &amp;quot;disappear&amp;quot; after I added a two ton monorail. Please look at members 32 and 34 of the Ex Floor_Calc and members 32 33 34 of the Monorail_Calc STAAD documents attached.
 
 
EX Floor_Calc
 
 
STAAD</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Re: Loads disappear</title><link>https://communities.bentley.com/thread/101842?ContentTypeID=1</link><pubDate>Wed, 16 Dec 2009 20:10:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1abfc96d-7106-4cce-9063-7595bdddba1a</guid><dc:creator>Chris Conrad</dc:creator><description>&lt;p&gt;
Any time!
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Chris
&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Loads disappear</title><link>https://communities.bentley.com/thread/101837?ContentTypeID=1</link><pubDate>Wed, 16 Dec 2009 19:54:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:30090e21-a3b5-4422-b8c9-e1fad1adc3a5</guid><dc:creator>CKM</dc:creator><description>&lt;p&gt;
Thank you for explaining.&amp;nbsp; Also thanks for the tip about the floor loads.
&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Loads disappear</title><link>https://communities.bentley.com/thread/101645?ContentTypeID=1</link><pubDate>Wed, 16 Dec 2009 06:48:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:edc1935f-2c76-4e2d-a144-d6b5867257e9</guid><dc:creator>Chris Conrad</dc:creator><description>&lt;p&gt;
I'm not sure which load case you're referring to, so I picked the one that was named &amp;quot;LOAD CASE 8&amp;quot; in both models...just for clarity, that is LC 6 in EX Floor_Calc and it is LC 12 in Monorail_Calc.
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In that load case, you see a reduction in the moment applied to beams 32 and 34 in EX Floor_Calc (beams 32, 33&amp;nbsp;and 34 in Monorail_Calc) because of the stiffening effect of the underslung monorail support beam (the S12x31).&amp;nbsp; Since that two-span beam is modeled as continuous, it is resisting the tendency for beams 32, 33 and 34 to deflect downward.
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If this&amp;nbsp;doesn't quite address your concern, please let me know exactly which load conditions you're comparing between the two different models, and I'll study those for you.
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I'd also like to offer you a general comment about defining ranges for FLOOR loads.&amp;nbsp; It is generally good practice to define the ranges slightly outboard of the nodal coordinates that define the perimeter members.&amp;nbsp; That was you minimize the potential for errors in the interpretation of your loads as a result of roundoff errors.
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Cheers,
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Chris
&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Loads disappear</title><link>https://communities.bentley.com/thread/101364?ContentTypeID=1</link><pubDate>Tue, 15 Dec 2009 22:04:14 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a54512ee-f146-4857-9686-833298f9c9b6</guid><dc:creator>CKM</dc:creator><description>&lt;p&gt;
I'm wondering about the effect that I see in the analysis results.&amp;nbsp; I did a quick hand calc for a simple beam on the ex floor and came up with an internal moment that matched STAAD results.&amp;nbsp; When I add the monorail, the internal moment goes down, not up as expected.
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Thanks.
&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Re: Loads disappear</title><link>https://communities.bentley.com/thread/101355?ContentTypeID=1</link><pubDate>Tue, 15 Dec 2009 21:39:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2bb4f9cd-8f71-42d6-aaef-0abf64899fa3</guid><dc:creator>Chris Conrad</dc:creator><description>&lt;p&gt;
The Modeling mode is showing the graphic depiction of the FLOOR load in both versions of your model.
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Are you able to see the load in Modeling mode?&amp;nbsp; If not, it could be an issue of scale, which you can adjust in the Diagrams dialog.
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Or are you describing an effect that you are seeing in analysis results?
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Chris
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&amp;nbsp;
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