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Staad installation problem
Can u help me resolving this type of problem that is given below.
View Articlewhy does the top and bottom chord fail? what should i do to make the columns...
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URGENT HELP STAAD PRO V8I SSV6 PLEASE
PLS HELP I JUST DOWNLOADED STAAD PRO V8I SSV6 .....45 AND THE INTERFACE IS VERY ATTRACTIVE BUT THAT'S BY THE WAY. I SERIOUSLY WANT TO USE IT TO DESIGN AN URGENT CONCRETE JOB AND I CANT FIND BS8110 CODE...
View Articlehello, can anyone please help me? i have an error " DENSITY NOT PROVIDED....
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 03-Oct-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 3.9624 0 0; 3 7.9248 0 0; 4 11.8872 0 0; 5 15.8496 0 0;6 23.7744 0 0; 7...
View ArticleWater Tank Tutorial
I am lot confused in modelling of water tank as well as its loading, analysis and designing of it. Please help me in this context. Please send me the link if such video tutorials are available for...
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RAM SS - illegal framing configuration
Hi,I have done the Data check of my model in RAM Modeller nut when I'm using the Frame of Concrete Module I'm getting notice about "illegal framing configuration on beam XXX"Please advise.File is...
View ArticleNA check & torsion value not appearing in output value
While designing according to eurocode i have used NA2 in design parameters But in STAAD o/p file it only show:ADDITIONAL CHECKS AS PER NATIONAL ANNEX [NEN-EN 1993-1-1/NB] (units- kN,m): EC CLAUSE...
View ArticleHow to reduce stiffness of a Plate or surface for 2nd order analysis in staad??
Dear sir,Please inform me how i reduce stiffness of a plate or surface in RCC building for 2nd oder analysis.and how i found the stability index value directly from staad??please helpThanks Shafiq
View ArticleHow to fix "*** ERROR *** ABOVE LINE CONTAINS ERRONEOUS DATA." in STAAD file.
(Please visit the site to view this file)Please help me resolve the error message I encounter.Supports are ok and there are no group definition in between the load cases and so I am wondering why this...
View Articlequestion regarding Ec8 response spectrum
Hi!I have clarification regarding Ec8 response spectrum load?1. I have read some forum and its said that there is no need to do seismic definition in EC8 but some thread in IS you have to compare...
View ArticlePracast Connections # STAAD
Is there is possibility to analyse the precast connections in staad pro? if yes then please upload some files
View ArticleError in connection tag
Hello Sir, I am using STAAD.Pro. After assigning the the tags to the members, when i check the connection it says "capacity not found for the member pair".So, how to get capacity for the...
View ArticlePlate Analysis - Surface incidence error
Hi,I am trying to analyse a simple plate; I have assigned properties, loads, supports and generated the plate mesh. However when running the analysis I get an error stating - **ERROR : NO SURFACE...
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View Loads in RAM SS Beam Module
I'm trying to verify a moment frame design that RAM says is failing under gravity loads while other software I'm using as a cross-check shows it being OK. I'm having some difficulty following the "View...
View ArticleTotal beam length in steel beam module
Is it possible in RAM Structural System/RAM Steel for it to design/analyze beams based on the length from column face to column face instead of center to center of column supports? I am back...
View ArticleUNB/UNT for Columns
Is UNB / UNT required for columns ?When columns subjected to gravity loads in a portal frame, we can define compression flange and tension flange.The same column if subjects to reversal forces in wind...
View ArticleRAM Concept - Working with tables
I'm currently doing a load run down using numerous RAM Concept floor plate models. It's a large project (~300 columns per podium/basement floor). I've created a spreadsheet such that you can dump the...
View ArticleStaad Pro
Staad Pro version 20.07.11.82 is terrible! The text editor does not open and the program crashes. When are you going to fix this?
View ArticleGENERATE Command for series of Surface Elements
Hi,If I have a SERIES of surface elements and I'm defining the support using the "GENERATE" command. Do I type the command for each of the surface element (example: "1 TO 2 GEN FIXED" for the first...
View Articleplease share customer care number in india
Hi,we purchased STAAD.Pro @2011 , now we want install in a new system. so please help us how to activate lic .Regards, Vijay Chintalapati
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