RAM DataAccess - Frame Reactions
I am looking to create a Microsoft Excel Spreadsheet that pulls reactions out of RAM Frame using DataAccess and Visual Basic for Applications (VBA). Is there a sample VBA project or other guidance...
View ArticleRE: Potential Conceptual Error in STAAD PRO when calculating Stress Ratios...
I am in touch with our developers on these issues and will let you know on when the fixes can be expected. BTW the difference in FCZ that you mentioned in point 4 is due to the fact the STAAD is coming...
View ArticleSTAAD RCDC
I want to download Staad RCDC Softwer from this site but their is no option available for download this software. so please tell me how m i download it.
View ArticleRE: OFFSET TED STRUCTURE SHOWS ELASTICITY IS NT PROVIDED
(Please visit the site to view this file)i tried with offset but it shows ERROR : MEMBER FAILS IN AXIAL TENSION. ERROR : MEMBER FAILS IN PURE BENDING ABOUT MAJOR AXIS. ERROR : MEMBER FAILS IN...
View ArticleOFFSET TED STRUCTURE SHOWS ELASTICITY IS NT PROVIDED
HI ,I am new with staad, so ur small help will also favour to me, I am using staad for analyzing skid, but there is two layers of stiffners connected to main beam(W24x55), for this I made parallel...
View ArticleStatic check result
i was checking the static check result for my model and I have moment difference . I dont have any idea why this is happening and if I have to resolve any issue. I dont receive any warnings
View ArticleRE: RAM DataAccess - Frame Reactions
In the statement, Set ILoadCombinations = IModel.GetLoadCombinations(eComboType) The variable eComboType should be assigned the appropriate value. The IModel.GetLoadCombinations method description in...
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RE: STAAD RCDC
Sign in to http://select.bentley.com/FulfillmentCenter/en-us/ with your Bentley SELECT login parameters and search for STAAD RCDC. Once found, follow up the steps as illustrated in the image.
View ArticleRE: MODAL CALCULATION & Rayleigh Frequency
Hi Pamela Foo, Generally use the MODAL CALCULATION command as it calculates the accurate Natural Frequency using the Eigen solution. Whereas the RAYLEIGH FREQUENCY command calculates the approximate...
View ArticleMODAL CALCULATION & Rayleigh Frequency
Which one should I use when I need to find fundamental natural frequency for vertical and horizontal?need to check against the code.1) create 3 different load case with self weight in 3 different...
View ArticleRE: Return Physical Member by OpenStaad
Unfortunately OpenSTAAD doesn't support Physical members yet. I shall request the development team to address this limitation on OpenSTAAD. Kind regards, Madhan
View ArticleReturn Physical Member by OpenStaad
HiDoes anyone know on how to return physical members in OpenStaad?What is the syntax? or turnaround.I was looking through Help menu but unfortunately I cannot find any.Thanks
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DIRECT METHOD ANALYSIS - GENERAL
I'm trying to crosscheck a AISC design example regarding the DIRECT METHOD ANALYSIS.My problem is that, if I check the moments and the displacements obtained by the Staad Model, I cannot get the same...
View ArticleRE: Torsional irregularity ratio and modal analysis
Just want to follow up on my question, it hasn't yet been answered. Thanks.
View ArticleRE: Torsional irregularity ratio and modal analysis
Drift or story displacement results are also combined the same way (using the results of each mode shape). We don't have any pre-combined results available to the user other than the results in the...
View ArticleTorsional irregularity ratio and modal analysis
In RAM Frame, when torsional irregularity is calculated using modal analysis (response spectrum), what does that value represent? Is it computed before or after combining modal responses? (I believe...
View ArticleRE: Static check result
Here are a couple of pointers. If you are carrying out a first order analysis ( PERFORM ANALYSIS ) the moments should balance. If there are differences, see how much that is in %. If the difference in...
View ArticleRE: Grating Design
I don’t think that the sections like solid rods or plate strips, that you have defined from the Dutch section database, can be designed as per the BS 5950 code in STAAD.Pro and so I am surprised that...
View ArticleGrating Design
This question was posted in the Files section of the Bentley Communities by user Waqas Ghani : Sir I am analyzing the grating which is under 13.14kn load. I don't know how to design and which perameter...
View ArticleRE: Concrete column ties
The 10 refers to the bar diameter in mm in this case as you are using metric units. It is NOT the number of bars.On a side note, please do not post STAAD/RAM related questions in the Files section of...
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