Is there a fix to this error when using RAM Revit ISM Plugin (2017): Failed...
Attachingg the error file. Trying to bring in camber values and getting an error. (Please visit the site to view this file)
View ArticleLocation of Zero BM
Hi,Could you please tell me how do we find the location of bending moment curve sign change(i.e., location of zero bending moment on the member) in Staad Pro.?Thank you
View ArticleTubular Joint Check Plotting
Hi,I am using STAAD ProV8i and running the international code check module to check tubular joints to API. The program is calculating the joint unity ratios and displays them on the text output file...
View ArticleIssues with modelling angle section as a cantilever
When modelling a single angle as a horizontal cantilever, (along x axis for example). I applied a beta rotation of 45deg to get the leg vertical and applied a vertical point load at the tip. Following...
View ArticleAssign camber to a beam
I am using RAM structural systems, is there any way to assign a camber to a specific beam. I want to model the existing framework of a building so I need to include the camber that was there. Thanks.
View Article*WARNING* MASTER / SLAVE EQUATIONS ARE NOT PROPERLY CONSIDERED IN A...
Can you pleas help with this one.Im doing a time history load but I got an error " *WARNING* MASTER / SLAVE EQUATIONS ARE NOT PROPERLY CONSIDERED IN A TIME/STEADY SOLUTION."Are my calculation wrong...
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STAADPRO PHYSICAL MEMBER PROBLEM
Hi!I just want to know hoe to resolve this error in defining a Physical member.This beam is diagonal on xz plane on staad. I already redefined its incidence and local axis are of same direction...
View Article***ERROR***ABOVE LINE CONTAINS ERRONEOUS DATA.
GOOD DAY. I AM NEW TO USING STAAD. I HAVE A MODEL AND I INPUTTED THE LOADS ETC. AND UPON RUNNING THE ANALYSIS THIS ERROR MESSAGE KEEPS COMMING UP***ERROR*** ABOVE LINE CONTAINS ERRONEOUS DATAI HAVE...
View ArticleVBA
am working on a VBA coding from excel to STAADBefore Select server 6 update the following VBA used to run staad file from the excelAfter the update this command is not working. Can somebody help me out...
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STAAD FOUNDATION ADVANCED DON'T SHOW THE RESULTS (ALL RESULTS ARE IN 0 VALUE)
Hello Bentley i have a problem with the staad foundation advance, i have the version 7.2 and i design a mat foundation. the situation is i run the analysis and when is finally the analysis all the...
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Nodes not visible in Ram Elements
The nodes in my model are not visible as the typical blue dots. Others in my office can open this same model and see the nodes. I have tried various visibility options, and can't get them to turn on....
View ArticleRAM Elements Concrete Beam Design
When designing concrete beam elements in RAM Elements, how are the following items accounted for:1. Reducing moments to face of supports2. Reducing shear to d distance from the support3. How are...
View ArticleNode Failure in RC designer while seismic analysis
Whenever I run analysis for earthquake in RC designer, there is always a node failure irrespective of how much I increase the column size. Also when I run analysis for beams it shows anchorage...
View ArticleError : Steel grade is unreasonalbe
Dear Sir,I have one error message as above, please see to below commands and correct me.I am the beginner of Staad Pro, so help me to correct me and explain why happen this???1. STAAD SPACEINPUT FILE:...
View Articlewhats the difference between CQC SRSS ABS 10PCT SHEAR in output anl file ?
I define a SPECTRUM data as belowSPECTRUM CQC X 1 ACC SCALE 9.8 DAMP 0.030 0.072; 0.1 0.185; 0.4 0.185; 0.7 0.1092; 1.05 0.0746; 1.35 0.0588;1.7 0.0474; 2 0.0406; 2.35 0.0393; 2.7 0.038; 3 0.0368; 3.35...
View ArticleRam Connection - Export to DXF
When exporting a ram connection detail into dxf format it is exported as a 3D model when I open it in Autocad. I'm trying to import this file into Revit and edit it from there, but it won't let me...
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DIFFERENCE IN BENDING MOMENT VALUE
Hi,Could you please tell me why there is difference in max. bending moment value of beam no. 1 and what value we need to take as max. BM?Please see the attached screenshot below.
View Articleconcrete column design ec2
When calculating the slenderness of a concrete column RAM uses a value of 1.0 for Factor A. This seems to be a standard value as it does not change in any column design output. According to EC2...
View ArticleSTAAD Pro Multilinear Spring Supports
Dear Bentley Team,I've question regarding multilinear spring supports, in order to assign the spring support I have to enter the displacement and spring stiffness values. The displacement values to be...
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