RE: RAM Concept - Vibration - Error message
Did that load history step produce significant warnings, like a failure to converge?
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RAM Concept - Vibration - Error message
Dear RAM team.I am performing a vibration analysis and I want to use the “Final Instantaneous Load” Stiffness matrix. To that end, I run first the time history analysis but I still get the following...
View ArticleRE: RAM Elements: Seismic Analysis
When I purchased RAM E I was expecting that most of the tasks, as mentioned above, will be performed by the software. Here in the Philippines, MIDAS software (Korean company) is gaining popularity...
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RE: WARNING!!!!
To modify the density of material please go through the following:-Material >> Select the material in Material Whole Structure dialog box >> click on Edit >> enter the modified...
View ArticleRE: steel design
Please upload the model and mention the design code according to which you want to check.Thank you.
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RE: steel design
You can also go through the Example No 01 "EXAMP01" located at C:\SProV8i SS6\STAAD\Examp\Ind.Hope this helps you.Thank you.
View ArticleRE: RAM Concept - Vibration - Error message
I reproduce the error in another model. I will report the problem to the development team. In the meantime, the following steps should resolve the problem:Re-generate the mesh.Click on Criteria - Calc...
View ArticleRE: BS 5950 Lateral Torsional Buckling
I think you should use design parameters UNL or UNF to modify the unsupported length for buckling checks.
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BS 5950 Lateral Torsional Buckling
I have steel structure analysed and check under code BS5950.I noticed that the Mb , Buckling Moment Capacity wont have any changes even I apply the parameter of LZ and LY in the beam elements.See the...
View ArticleRegistering openSTAADui.tlb
openstaadui.tlb did not register when I installed STAAD. I have not been able to manually register using either the 32-bit or 64-bit version of regsvr32.exe. Are there any issues with this library...
View ArticleRE: RAM Elements: Seismic Analysis
Sorry if you were mislead about that. Ram Elements is our lowest cost structural analysis product and still very popular, but it does not generate code specific lateral loads. Some of our other...
View ArticleRE: RAM Elements: Seismic Analysis
Thank you for the response. Now I understand that although RAM E is a very powerful software in terms of post-processing and production, it has limitations when it comes to code-based lateral loading...
View ArticleRC design of a school building
hi all, I am designing a school building. While on analysis a warning has been noticed.But I am not able to rectify that. My warning is " ONE OR MORE LINES ARE TOO LONG AND WILL BE SPLIT INTO TWO...
View ArticleRE: steel design
sir, I am using Indian standard code IS 800:2007. I need how to check the safety of steel plates.
View Articlesteel design
Hi all, I have a query on steel structure design. I am designing a Diesel tank. I don't know how to check it's safe or unsafe. Please help me.regards, Karthika Nair P
View Article10 m cantilever canopy
i have a canopy which has 9.6m cantilever beams. the design is safe but i am concerned about 9.6m cantilever for deflection and safety. kindly review the model and adviseSTAAD SPACE DXF IMPORT OF 3D-CC...
View ArticleRE: Registering openSTAADui.tlb
To register OpenSTAADUI, you can go to the following location and search for the file “OpenStaad.Registration.exe” C:\SProV8i SS6\STAAD\Plugins\StrucLink NOTE: The path to the...
View ArticleRE: 10 m cantilever canopy
hi amitava i am using ASD method. so as you know it is service loads only, why should i separate them? can you please tell me how to define these parameters? also the values? thanks, fares
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