RE: Transfer of reinforcement and Tendons from RAM Concept to ISM
Seth, Do you have any more news on this? We're researching the same thing right now. Cheers, -Matt
View ArticleTransfer of reinforcement and Tendons from RAM Concept to ISM
Hi,From reading elsewhere on the internet, I understand that reinforcement and tendons are currently not supported in the transfer from RAM Concept via an ISM repository. Is this correct and if so at...
View ArticleRE: deflection in z direction
thank you for your response, i used this method but i got the deflection in y direction only (z direction gives no value)
View ArticleRE: STAAD Pro V8i
It looks like you could include the aluminum design in the standard Staad code package. You can use the aluminum material. It seems odd that you cannot design it. Are there any plans to update the...
View ArticleSTAAD Pro V8i
Can someone tell me where to find information on what the advantages/features are when using the following?US Design Codes (Standard)US Specialized Design CodesAdvanced Analysis EnginMy boss wants to...
View ArticleRE: RAM Semi-Rigid Diaphragm Deflected Shape
If it's only for Dynamic Response Spectrum analysis, it's probably a localized sign reversal. You can confirm by checking the forces in the column. More...
View ArticleRE: Transfer of reinforcement and Tendons from RAM Concept to ISM
We are currently putting our efforts into getting rebar from ISM into Revit which had a quite a few requests. I would still like to see the PT and SSR in ISM (and in the resulting iModels) for...
View ArticleRE: STAAD Pro V8i
Aluminum design is offered as part of US Specialized Design Code and NOT as part of US Standard Design Code and it has always been like that. You can of course add Aluminum sections to your structural...
View ArticleSTAAD.Pro Functionality missing in open.STAAD
Hello all and thanks in advance!I have been recently introduced to STAAD.pro through my company and am having a mildly confusing time trying to compare the commands available in the input command file...
View ArticleRE: Ring wall foundation design in Staad Foundation Advanced Connect Edition V8i
The development team acknowledged this issue and it is reported on the developers' internal system as an issue #697790. This is just a reporting issue and it should be fixed in the upcoming STAAD...
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Ring wall foundation design in Staad Foundation Advanced Connect Edition V8i
This is regarding ring wall foundation design in Staad Foundation Advanced Connect Edition V8i (Version-08.00.00.10). There are some mismatches in Inputs For Internal Pressure given as an input Vs as...
View ArticleRE: SACS : P Delta analysis
Consider a modelled Pile Structure upon which i am placing a hammer for a stick up analysis. In LCSEL "PD" should i include only Loadcase "hammer weight" or both Load cases "Hammer Weight" & "Dead...
View ArticleSACS : P Delta analysis
Hello everyone,Has anybody done P Delta in SACS ? When i choose this option, it gives message that "no load has been selected for P Delta analysis". What does it meant by ? I tried in a basic model...
View ArticleRE: Various Staad Usage Questions
Appreciate the reply. Some of my questions you answered, some I have some follow up questions on. 1. I'm not sure if that really provides me with a solution. A beta angle was employed to make the angle...
View ArticleRE: Various Staad Usage Questions
1. I hear you. There is no way to apply the releases in global directions as of now. Since the braces are generally not expected to carry large moments, this approximation may not have a significant...
View ArticleRE: Various Staad Usage Questions
Thank you very much, this clears some things up. Too bad about #1 and #4, I feel those would be easy implementations that could be helpful. At least I know now. I clearly misunderstood #3 re physical...
View ArticleVarious Staad Usage Questions
I'm fairly new to Staad as a program, and I'm struggling a bit with how to do certain things within the confines of the program. If anyone can help with any of these I'd appreciate it.Is there any way...
View ArticleRE: **ERROR - FINISH COMMAND IN LOAD DATA *** ERROR *** ABOVE LINE CONTAINS...
You need to add a PERFORM ANALYSIS just before the FINISH command. Also please check for the multiple disjointed structures in the model by going to Tools > Check Multiple Structures. Here are a...
View Article**ERROR - FINISH COMMAND IN LOAD DATA *** ERROR *** ABOVE LINE CONTAINS...
Can you help me? I don't know what's wrong with[View:/cfs-file/__key/communityserver-discussions-components-files/5932/ENS1.std:940:0]
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