Column on a beam (midspan) RAM SS
Hello everyone, how do I add a column on a beam at midspan on RAM SS? Thanks
View ArticleRE: Master Slave command
I agree with what Amir’s observation. Instead of defining rigid master slave connection, I would suggest you to use the rigid floor diaphragm command to model the diaphragms. This would require small...
View ArticleRE: Master Slave command
Thank you for your suggestion, I will make the changes to see the results of the analysis
View ArticleRE: Master Slave command
Thanks for your suggestion, I will make the necessary changes to the model.
View ArticleRE: Master Slave command
Another thing which I forgot to mention Instead of specifying DEC and ACC as 0, you should specify these as 1 and 0.05 respectively. Please refer to the section 5.32.12.2.1 for a more detailed...
View ArticleRE: Master Slave command
Thanks, however I'm concerned with regards to the high nodal displacement in the model, which translates to a high story drift (drift limit exceeded in this case). Is there any method for me to control...
View ArticleRE: Microstran - importing files from SPACEGASS
Actually, no. It's not as simple as that -I think you're talking about something other than my query. Not to worry anyway, because I found a solution to my problem. I just change the reference axis to...
View ArticleMicrostran - importing files from SPACEGASS
I've got a large model that's been drawn up in SPACEGASS. Our office is moving from a SPACEGASS license to Microstran, since it's included in our Bentley license.Is there any way of importing the model...
View ArticleRE: Master Slave command
The nodal displacements that you see in the postprocessing tables represent the total displacements of these nodes from its original position. For drift computation you would rather want to know the...
View ArticleRE: Master Slave command
Thanks once again for your assistance, it was highly appreciated.
View ArticleMaster Slave command
Hello everyone, I have modeled a two-story structure and realized some irregularities when using the master slave command. When I run the analysis of the structure with the master and slave nodes I...
View ArticleRE: Design capacities not showing in results
My guess is that your TRACK parameter is getting added after the CHECK CODE ALL command. I checked the workaround on your model and it seems to generate non zero values for MNY and MNZ for member 22. I...
View ArticleRE: Seismic analysis
Sir The model is now provided with the foundation as concrete alone with 300mm by 400mm. It is not encased. If i run the model i am getting warning as concrete member design is not supported.Also some...
View ArticleSeismic analysis
Sir, The below steel structure is analysed for sesismic loading.I modelled the foundation of structure using plate element and for soil structure interaction i followed impedance approach i.e. Soil...
View ArticleRE: Temperature load in STAAD (Thermal load of steel )
Thanks Mr.Sathia, Yes. STAAD is one of the most trusted software. Im using it over 8 years. But recently found few bugs which worked properly in older versions. Could not find the reason how the...
View ArticleRE: Design capacities not showing in results
Yes, that was the problem, I was placing the TRACK parameter after CHECK CODE. Everything appears to be displaying correctly in the output file. Thank you for your help.
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Design capacities not showing in results
The program is not displaying the design moment capacities (MNZ and MNY )for steel members. Some bracing members are showing no compressive (PNC) strength as well. This problem started after our...
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...
View ArticleRE: Master Slave command
Hi Sye, My main concern with the Post-Analysis print of the story drift provided in the analysis output file (ANL) is whether these displacement values represent the elastic deflection (δxe from ASCE...
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