Ram Elements - Variable Pressure on Shells
I have a concrete wall supported by a concrete structural slab (similar to a headwall over a box culvert). The structural slab is irregular shaped and has unique supports which is why I am modeling...
View ArticleInactive X bracing members in frames ( prevent this members from carrying any...
(Please visit the site to view this file)i have a problem with using inactive members , when i assigned x bracing members as inactive i thought it worked but when i selected those inactive members in...
View ArticleNonlinear analysis of a truss
How to perform a nonlinear analysis of this truss. Member AC has maximum strain value so it yields first and after that value of E=20KN/mm2 for member AC then how to change the value of E for member...
View ArticleSTAAD Connect
I had not used the latest version of STAAD until this morning and I am struggling with how to model! It keeps "inactivating" my toolbar(Please visit the site to view this file)What should I do to...
View ArticleENSH RNSH specifications
I have a beam between two columns. There is a node between the supports. Now one of these beams is designed another one is not getting designed. If this problem is related to ENSH RENSH...
View ArticleDisplay colors
Typically graphical display of loads and results are in specific colors, for example all loads are in green and selected ones are in blue. Quite suddenly all my colors went to black. I didn't change a...
View ArticleStructural analysis - Beam design defining parameters
Sir/Madam,I need some clarification on the beam design and deflection parameters defining in STAAD Pro.In the model, I have used IS 800 (Limit state method) as the design code check.My requirement is...
View ArticleRAM Concept Elevated Mat
I am checking an existing elevated mat two way slab. I only included a small dead load to make sure the model would run correctly and the design status is showing failures in sections. The floor was...
View ArticleDifferent analysis results from STAAD Series 5 & 6
It came to our attention that members are failing in Series 6 while the same passed for strength check in series 5. The equations mentioned here are based on AISC 360. It would be a great help if...
View ArticleWill the student version of staad not allow me to print the output files for...
I am trying to get the resultant forces and forces in the beams of a simple truss but it will not show up in the output file. Am very green. PLease help.
View ArticleOlder AISC design codes
Is there any specification for older AISC design codes such as 7th edition, etc?thanks,Evan
View ArticleSTAAD Foundation Advanced V8i out of memory error when analyzing mat...
I'm trying to analyze a mat foundation by importing load cases from STAAD Pro but I get "Out of memory" message at the end of the run. I know that in STAAD Pro V8i I can add a line of code in the...
View ArticleCalculation of Concrete Design
Greetings,I want to discuss about Concrete Design in StaadPro Series 6 for Structural Enterprise. I'm ordered by company to study this version. Regarding concrete design, I found that this concrete...
View ArticleRam Element V13.5 Bug
Dear Sir,I have experience in Ram Element (RE) for a couple of years and I have found incorrected analysis results for several times. I'm not sure that they are software's bugs or I'm wrong. Mostly, I...
View ArticleViewing moving loads - Staad Pro. Connect Edition
Hi,Can you please tell me how do we view generated moving loads in STAAD Pro. Connect Edition?Thank you
View ArticleCan't Return to Analytical Model (Staad Physical Modeler)
Hi,I try to create ISM repository from sample revit files.Then I create model to staad physical model tru that ism files.At the view tab I do not received any error if I wanna view my analytical model,...
View ArticleRam Elements - Built up steel section
Hi - Is there a way to enter the below section into Ram elements?there is no similar section in the program database.Thanks.
View ArticleChange analysis results units - Staad Pro Connect Edition
Hello,Could you please tell me how do we change analysis result units in postprocessing view?I want to change bending moment units from lb-in/in to kip-ft/ft.Thank you
View ArticleImporting ISM file into Stad Pro ?
System error should when i click on new from ism file
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