skip live loading
Does the Ram program handle skip live loading (unbalanced live loading on beams) to get the max negative moment for continuous moment-framed beams?
View ArticleRE: Connection template
Using the RAM Connection interface within STAAD.Pro, you can apply the same splice connection to multiple joints by preselecting the joints and then choosing and applying the connection. However...
View ArticleConnection template
Hello,I have to check as built connection (end plate beam splice-flush) which is applied on number of joints. Can I make template and then apply it to all joints, so I can check it for all locations at...
View ArticleRE: How can I minimize Reaction Fz and remove negative reaction (uplift) in...
The uplift at node 27 from load case 10 is primarily due to the lateral load case 4. The uplift effect is further increased by the fact that you are factoring gravity cases 1 and 2 by 0.85 and the...
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How can I minimize Reaction Fz and remove negative reaction (uplift) in node 27
Urgent !!!!Please see attached[View:/cfs-file/__key/communityserver-discussions-components-files/5932/6x6shelter22case3.std:940:0].Thanks
View ArticleRE: CHANGES IN DESIGN
i did all those checks myself but when i did it it says there is no wraped plate, no zero length element .it only showed a pair of improperly connected plates. i did all those using the check options...
View ArticleCHANGES IN DESIGN
Hello, my problem is when i open a previous design the design changes and is not the previous one that i saved , the shape gets disorganized . the length of the beams and the shape of the plate...
View ArticleRE: CHANGES IN DESIGN
I am not sure why this is happening. If you are not using STAAD.Pro latest version (20.07.11.82) please upgrade to it and see if this helps. If this does not help, please create a new Service Request...
View ArticleRE: RAM connection group-table-items
You may check this post for more details: communities.bentley.com/.../how-to-customize-a-ram-connection-template-in-staad-pro Please note that this procedure works for STAAD.Pro SS5 or older. You...
View ArticleRE: RAM connection group-table-items
Dear Modestas, Thanks for the reply. It is difficult when you have same connection at multiple locations, than you have to adjust eachone to match same geometry. Can we expect this feature to available...
View ArticleRAM connection group-table-items
What is the goal of defining new connection group-table-item in RAM/STAAD connection?After I define new connection, how can I apply this connection to the selected nodes?Regards,
View ArticleRE: Advanced cable analysis for cables with member offset command
Hi Amitava, I tried increasing the Eq-iterations to 500, slightly increase the Eq-tolerance,increase the steps to 10 and using modified newton-raphson method but it still fails to converge & number...
View ArticleRE: Ware house Analysis error
1) You need to remove the member releases from the Tension Only members. 2) Go to Select -> By Missing Attributes -> Missing Elasticity and assign material for the highlighted members.
View ArticleRE: STAAD Seismic definition generation error
You may check the following Wiki which should answer your question: communities.bentley.com/.../24927.creation-failed-error-in-is1893-seismic-definition-window
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STAAD Seismic definition generation error
Hi,I am unable to generate seismic parameters in STAAD. I am using STAAD SS 6: 20.07.11.33
View ArticleRE: Ware house Analysis error
Thanks for your reply....Ya i checked elasticity is missing but how i will assign elasticity??? which option & how??
View ArticleRE: Ware house Analysis error
Go to General -> Material vertical page and assign the material from the list on the right hand side.
View ArticleRE: Ware house Analysis error
All the beams are missing elasticity, density, Poisson's ratio and apha.......how i can rectify that??
View ArticleRE: Ware house Analysis error
yup i assigned to steel.... which all member we need to assign this tension & release???
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