Response spectrum in Microstran
Hi all,I amdoing a response spectrum analysis in Microstran for an highway underpass structure. After going through all the step which are static analysis, dynamic analysis and response spectrum, I...
View ArticleLoad combination for concrete beam design in RAM concrete
Hi, How to know the controlling load combination for concrete beam design in RAM concrete? Report does not give anything about the combinations. I see the controlling load combination only for...
View ArticleAdvanced FE analysis tips
Hi Just wondering if someone could provide some tips for modelling contact and friction within staad pro, specially with FE elements.E.g. base plate with bolts in standard clearance holes etc. thanks.
View ArticleWhere to find command and input instruction in the new ribbon
I am very new to staad connect latest edition. So my first difficulty is WHERE to find command and input instruction IN THE NEW RIBBON at any point of time like earlier version...
View ArticleFloor loads are not getting properly distributed
As you can see from the picture...the floor loads are not getting distributed on the beams...except two of the them..can somebody please help me to solve this problem
View ArticleUnity ratio in concrete column design (ACI318) in RC Designer.
I am learning Staad pro and have doubt in my design results for concrete columns.Frist, I have designed the columns (Member 8) considering load cases (1 to 47). Got unity ratio of (0.262) from results...
View ArticleModifying the Stress-strain behaviour of concrete
I would like to change the stress-strain behaviour of Concrete by considering the concrete softening phenomonon. Please help me implementing this in STAAD PRO.
View ArticleASCE LOAD ASD COMBINATION
I HAVE BASIC LOADS AS FOLLOWSDEADLIVEROOF LIVEWINDSEISMICTEMPSUPPORT SINKINGCRANE CAN ANY ONE HELP ME HOW TO GENERATE ASCE-7-2005 ASD LOAD COMBINATIONS?
View Article**ERROR: SURFACE WITH MORE THAN FOUR BOUNDARY NODES, WITH OR WITHOUT OPENING,...
Hello,I am using STAAD Pro. Connect edition, I am nigher able to create surface element nor able to run & check someone's model. As soon I am performing Run Analysis Connect Edition Shows such...
View ArticleStaad Pro Problem
As we are facing problem with STAAD Pro Software, Result Variation is also there, indly Check and help us.
View ArticleAnalysis Actual Ratio
Hello, How can i get rid of the red and green lines (Actual stress ratio) i mean in--> postprocessing unity check ?? All the actual stress ratios are shown on the model ??i dont need to see them in...
View ArticleFONT SIZE IN STAAD EDITOR
HELLO SIRPLEASE TELL ME HOW TO INCREASE THE FONT SIZE IN STAAD EDITOR TO TYPE SOME COMMAND.I FIND IT STRAINING IN MY EYES WITH THE PRESENT FONT SIZES. CAN YOU HELP ME?
View ArticlePOST PROCESSING REPORT UNIT
I AM USING STAAD CONNECT LATEST VERSION. MY ANALYSIS RUN IS IN METRIC UNIT BUT REPORTS OF DISPLACEMENT AND REACTION ARE PRINTED AS KIP INCH. WHY?
View ArticleWind Load Definition
I had this Note after I run the model any Idea?.communities.bentley.com/.../Training-School-Bldg-PART_2D00_2SW-1.5m.std
View ArticleDEAD LOAD APPLICATION IN SEISMIC CONDITION
Dear Sir,Do we need to consider dead loads in seismic definition. one of my friend told me to consider dead loads in seismic definition and i did the same. But while running the analysis it shows one...
View Article3D Rendered View Background Colour
The background colour of the 3D Rendered Image on my model is white (as per defaults). However if I take a photo to put in a report, when I view the picture it has a purple background.Can anyone...
View ArticleImporting shapes & materials
I have been sent a RAM Elements model to confirm and finish design.There are a number of built up shapes that are used. They sent me the .leo , .sec , and .mat files that are associated with it....
View ArticleDOF UX
I have been sent a model that has been analyzed and designed.I was going to edit it a little bit but whenever I try to analyze it I get a DOF UX error. This happens at several nodes and it seems like...
View ArticleCould someone please assist me in determining the centre of rigidity of this...
communities.bentley.com/.../17106_2D00_RenoSDBSTAADModelR3.STD
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