Unable to read analysis data for RCDC v9
Hi, I extracted the tables using ETABS 18.0.2, saved as the accdb file as mdb and when I imported it, I got the above listed error on RCDC V9. I have Office 365 version or Access Installed. The same...
View ArticleSTAAD PRO CONNECT EDITION UPDATE 2
Hello Everyone,My issue is when i m assigning a property in plate element like some plate having property 200 mm thick and some having 300 mm thick. Now what happen with the model i m assigning propert...
View ArticleRAM Frame Gravity Load on Beam
In RAM Frame does it assume that brace does not provide any support to determine the gravity load in the beam?
View ArticleHow to define spring constant of a pile for design of a pile foundation?
Dear Sir,I am designing a pile foundation in staad using the plate modeling and defining the pile supports as springs. How should i calculate the spring constant.My vertical pile capacity is 150MT and...
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Results not appear on my drop down menu in Staad Connect
I am new to Staad Pro Connect, after analysis I can't find the results drop down option which supposed to be appear on the top menu. I can't view the post process results as in older version of Staad...
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TILT-UP WALL DEFLECTION DIFFERENCES BETWEEN V14 AND V16
There is a difference in deflection results between V14 and V16 of Ram Elements. Do both of the versions use Icr (cracked moment of inertia), and can we change this setup in the program ?Thanks.
View ArticleApplying Out-of-Plane Pressures RAM Elements
After applying the out-of-plane pressures to shells in my RAM Elements model, how do I assign the loads to a load case? I want to make sure that it is not applying the pressures to the wrong load case...
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RAM element cannot show detailing picture
I used RAM element to do a simple shear wall check. But when I go to "detailing", the detail picture that shows how many rebars in each strip is not able to be shown. I then checked the "Layers", there...
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Unsupported EDB file format for linking with ETABS 2018
Hi, instead of exporting entire model and analysis data and use it directly on RCDC, I decided to use the method specified in documentation for ETABS 15 & 16 and I got this error. I even copied the...
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Base plate: Mstrip & Beff
I am calculating base plate for tension 900 kn.I am providing 6 nos AB C/C both direction @ 150mm c/c. And column size is W-600X10,Flange-350X16,For this tensoin per AB is 150 kn.and moment arm(AB...
View ArticleRCDC FE - How do we add pile supports to the imported raft?
I have modelled the raft foundation in Staad.Pro with plate mat command and then i imported it in RCDC Fe. How can i add piles to the current model? There is one training video on learnserver but the...
View ArticleDesign force / section Auditor
How does section Auditor calculates the Design Force in the the envelope desigb ...that will be covered through the rebars ?? I didn't get the same numbers through my hand calcs? Thanks HH
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Error: Not enough memory
Hi..Good Day to All..I am having such error message from staad. (V8i; select series 6; version 20.07.11.90)no. of beam=6473; nodes=2820; (8GB Ram PC);Is this error related to PC capacity??
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Interaction Ratio and RAM Sbeam
hello all, I have two questions that I hope you can help me with. 1)Can I control the optimization to a specific interaction ratio , for example 0.9 instead of 1 ? 2) Steel beams designed in RAM Steel...
View ArticleHello everyone. I'm having trouble in assigning dead load for my one way...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 06-Dec-19END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES2 5 0 0; 3 10 0 0; 4 13.5 0 0; 5 18.5 0 0; 8 5 3.5 0; 9 10 3.5 0;10 13.5 3.5 0; 11...
View Articlecamber a steel beam in staad pro
Dear sir,I want to camber a steel beam .I am putting the value 750 (length/offset =30000mm/40mm(we need to camber it 40 mm)) and respect value 1.6 but results are still same with deflection 50mm .Why...
View ArticleRAM Concrete - Uplift
Hello,I have a concrete moment frame at the bottom of a small 2 story building. The moment frame will see significant uplift loading from the roof and also at the second floor since the lower floor is...
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KLR value is zero(0)
Hi,while designing a steel building, we are getting KLR value as 0.What could be the problem ?How to sort out ?
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STAAD PRO CONNECT EDITION UPDATE 2
Can anyone resolve my issue.issue is i m define y range in floor load but it will automatically take x and z ranges.you can see in attached screenshot.
View ArticleBentley Connection Client not showing latest RAM V17 update
V17 has been out for a little while now and I can't get it to show up in my connection client to update. I have uninstalled connection client and reinstalled and still doesn't show up. Other employees...
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