RE: Unusual deflection for Cantilevered Structure
Kris, thank you for your response. I went through AISC Guidelines for Torsion and figured out that STAAD deflection included torsional deflection component as well. We have suggested a cross tie to...
View ArticleUnusual deflection for Cantilevered Structure
Dear Community Members,I am checking a topside module structure analysis model supporting series of pipe supports. Incidentally, one of the pipe support is on the lines of a suspended L bracket...
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RE: Why to provide release in secondary beams???
Please go through the following post, hope this helps you.
View ArticleRE: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
It should be enough to use a Floor Diaphragm only. However, if you could attach your model, we could tell you exactly what is wrong in your model.
View ArticleRE: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
I just discover that It's enough  with Floor Diagram. I first saw another in the comunity doing it with the master slave and his model was fine. Thanks for the reply. Here you have the model if you...
View ArticleRE: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Yes, deleting master/slave command should take care of this issue.
View ArticleRE: *** ERROR: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Refer to this discussion: communities.bentley.com/.../344240
View Article*** ERROR: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Hi every body. I was trying to find the center of rigidity and this displays. I used the Floor diaphragms and master slaves to do this.Thanks in advance.
View ArticleRE: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Sorry. This is the updated. (Please visit the site to view this file)
View ArticleMASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.
Hi every body. I was trying to find the center of rigidity and this displays.*** ERROR: MASTER-SLAVE CANNOT BE DEFINED ALONG WITH FLOOR DIAPHRAGM.I used the Floor diaphragms and master slaves to do...
View ArticleRE: STAAD RUN TIME
The advanced solver requires the Advanced Analysis Engine license which needs to be purchased from you Bentley Account Manager. Once that license is added to your license pool, you need to activate it...
View ArticleSTAAD RUN TIME
Hi,I am attempting to set up a 3D model of a structure I am designing. I have modelled G+10 floors but when I did run an analysis on STAAD,its taking more than 4 hours.Then also am not getting the...
View ArticleSteel member optimization
Dear friends,I'w like to design a steel structure building such that the members are selected from a list of members, how can i control these selected member (i.e. i want the selected list to be:...
View ArticleRE: MFC Application Error and Backup Databases- RAM SS V15.0
got it Thanks Seth...I'll remove my foot from my mouth now ....venting frustrations before fully vetting the issue on my end.
View ArticleRE: MFC Application Error and Backup Databases- RAM SS V15.0
No problem Don. By the way, our support solution (in progress) is here for anyone else who has the original error: communities.bentley.com/.../24837.ram-modeler-crashes-with-checked-out-license
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RE: RAM Structural System - How to get reinforcement drawings for designed...
The dxf export options from Manager (or Ram Frame for braced frame elevations) are the only drawings directly created by the program. For some, like concrete beams, there are options whether to...
View ArticleRAM Structural System - How to get reinforcement drawings for designed...
Hi Everyone,I'm having problems with getting the detailed reinforcement drawings for the already designed structural elements (beams, columns and footings). I already tried the "framing dxf" and the...
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RE: Design shown after design errors
Take a look at our Steel beam FAQ In it the first tip is to allow <25% composite action in the criteria so that you can evaluate beams as composite with fewer studs. Note, you have to assign the...
View ArticleDesign shown after design errors
Hi,I am getting the following errors when I run a Design All in the RAM Steel BEAM/Joist module. In cases where I can't get true composite action, I still want to specify the minimum amount of shear...
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