RE: Need Help
Hi Im heading a consulting firm in Chennai, India. What is your requirement. Kindly give me more information to be able to take this forward. You may write to me directly at...
View ArticleRE: I cannot generate a floor load for groups which i created.How can remove...
There are some warning in the design: WARNING:LENGTH TO DEPTH RATIO FOR MEMBER … IS LESS THAN 2.5” Deep beam is not designed in STAAD. Thus whenever a beam is sub-divided into many sub-beams or you...
View ArticleBug in Staad Foundation Version 8
HiThere is a bug in the isolated footing design of staad foundation version 8. When water table is considered the program considers the density of soil as 18 KN per *** which is incorrect. Refer...
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RE: Creating a pivoted shaft beam in Staad
Thank you for replying, I think releasing the moment along of shaft Mx is correct because it is internally hinged and it is allowed rotate along its axis of length.Correct me if I am wrong please see...
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Creating a pivoted shaft beam in Staad
Hello, I am creating a machine model in staad can some one please tell me that how can a create a beam condition connected to two other member and rotate about axis along the length.the beam is...
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RAM Concept - Initial Service design
Dear RAM Concept team.I’ve got a question regarding “Initial Service load combination”. It is preset by default as:The only information I find in the manual is concerning the factors to be used under...
View ArticleRE: Section Wizard Vs Section Profile
This is the answer to why four of the terms - shear area terms AY and AZ, and equivalent flange and web thickness terms TD and TB do not match in the comparisons that were done.First, the shear area...
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Section Wizard Vs Section Profile
Hello Everyone !I have tried assigning star section using Section Wizard as well as Section Profle. Even though the section is same, staad is giving different result. Can even one help me understand...
View ArticleRE: Importing ISM file to STADD.pro
Support data should be imported if the latest version of STAAD.Pro (build 20.07.11.70) is being used. Loading data cannot be transferred through ISM format yet.
View ArticleImporting ISM file to STADD.pro
I am trying to transfer a simply supported beam from Revit to STAAD using the ISM Revit link. The repository is succesfully created from Revit with loads etc present, however when i import this...
View ArticleRE: STAAD Output Precision
Would you be interested in a macro that populates an Excel sheet or a text file with those stresses? As OpenSTAAD macros are a frequent topic of discussion in this forum, you may be able to find one in...
View ArticleRE: WARNING!!!!
Acctually i was trying to put the pressure of glass on that plates(plates are of concerte having density zero in staad). Is their any other way to do the same?
View ArticleRE: STAAD Output Precision
Just wanted to throw in a couple of points in addition to what Kris wrote. There is no direct way to control the precision or the format in the reports. However I think what you are looking for can be...
View ArticleRE: STAAD Output Precision
Okay, I was unsure If there was a built-in option in STAAD to achieve this. I have seen a couple examples to work from, but it seems that during my STAAD installation, the OpenSTAAD dll files did not...
View ArticleSTAAD Output Precision
I have a file with several thousand elements from which I would like to output result forces for my own post-processing. If I create a table of the forces, I am able to get up to five decimal places...
View ArticleRE: RAM Elements: Seismic Analysis
Ram Elements does not calculate and ELF seismic loads. It's entirely up to the user how much lateral force to apply and where to apply it.You can get the natural periods from a dynamic analysis and you...
View ArticleRAM Elements: Seismic Analysis
I am from the Philippines and our seismic code is patterned after UBC 97. Unlike in STAAD, there is no option in RAM Elements on what code should be the basis for seismic analysis. Below are some...
View ArticleRE: RAM SS RAMIS ini file
I tested this using version 15.01.00.00 x64. I set the Cracked section factor (membrane) and Cracked factor (bending) both to unusual numbers in the imperial unit defaults. Then I started a new file...
View ArticleRAM SS RAMIS ini file
I have a RAMIS.ini file setting for the Wall Cracked FactorCrackedFactor=0.850This imports in to the RAM Manager Defaults Utility fine, but when I draw a wall in Modeller, it does not track through...
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