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Member Offset
This is bending moment using member offset in staadThis is bending moment by adding notes in staadThis is shear using member offset in staadThis is shear by adding notes in staadWe are modelling a...
View ArticleRC designer error. "could not find support face"
Hi. I am getting an error in RC designer. It seems there is some kind of Bug. After I hit the design button, for some beams there comes a message " could not ind support faces". One of the span fails...
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RAM connection not working for European sections
Hello Modestas,I am trying to design connection as per EC-3 and using European sections but RAM is showing error as below:Also tell me is it possible to design Column-Column bolted end plate flushed...
View ArticleStaadPro V8I SS6 & STAAD PRO Connect Edition x64
Hi,Does STAAD PRO V8I SS6 compatible with STAAD PRO Connect Edition x64 on the same computer?Thank you in advance!
View ArticleColumn Deflection (DFF), Con'c + Steel
Dear.Hello,I have a question regarding DFF check.I designed Piperack structure and its height is approx. 20m.this structure is mixed con'c + steel, so below 10m is concrete structure and upper 10m is...
View Articledifference between mass participation factor and modal participation factor?
Hi ..I need some explanation on the following termsWhat is the physical significance and difference between mass participation factor and modal participation factor ?Can any one pls help to understand...
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reaction results - StaadPro V8i
Hi everyoneI'm modeling in StaadPro a vertical mechanical equipment, so it has vacuum weight and operational weight (+ it selfweight).Also I’m doing a dynamic analysis using Spectrum.The model is very...
View ArticlePrinting MStower Output
communities.bentley.com/.../Wind-Tower.zipHi,Our subscription for MStower has run out but we need to print out the TD, TWR & member design results files in PDF format. Are you able to help us with...
View ArticleHow to model curved beam of radius 3 meter in a 6 X 6 meter span in Staad
I want to model a beam of 3 meter radius in a 6X6m span at corner of building
View ArticleHow to model curved beam of radius 3 meter in a 6 X 6 meter span in Staad
I want to model a beam of 3 meter radius in a 6X6m span at corner of building
View ArticleDesign of I-Beam in Staad...
I want to design a I-beam of 8metre length in staad pro with udl. I want to specify that my beam doesn't have flange for 2metre. how can i specify this condition in staad. or is there any other method...
View ArticleConcrete design using WSD
How can i design concrete beams and columns using WSD as per ACI using STAAD? Thank you in advance.
View ArticleProblem in Section Wizard
I am creating a Built up profile in Staad select series 5. Profile size is 300 X 600mm . flange thickness 20mm.. web thickness 16mm.. But after creating, if i export it to UPT file and open profile in...
View ArticleAS 3600
Hi everyone,I have a couple of questions that need to be addressed here:1/ Where is the section in the AS 3600 that dictates which one is blade column and which one is wall?2/ I asked the question 1/...
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Connection design with beams on both side flanges
Hello Seth,Is it possible to design a moment connection as attached below in RAM,Of course considering reactions and moments from both side beams (on flange and most imp on web of column)?Is it...
View Articletrouble importing a model into RAM
It seems my client is using a "mechanical" AutoCAD 3D modeling software. I am trying to pull that model into RSS because that is what I'm comfortable with at this point. I just purchased/upgraded to...
View ArticleRead RAM Frame Nodal Reactions With DataAcess
i would like to use DataAccess to pull nodal reactions from a Ram Frame model. I don't see any documented way to do this. What commands are there to accomplish this?
View ArticleInstability during lifting analysis
Hello,I am performing lifting analysis,I have given 2 pivots at lifting positions and given fixed but supports at bottom points in other 2 directions in order to avoid instability.Still it is showing...
View ArticleShearwall: No rebar is available for horizontal and vertical reinforcement
Good day! I am just a beginner in using staad pro, and is designing a CIP (Cast In Place) Structure so I used surfaces for walls and partitions. However, the result of the design seems to be wrong. It...
View ArticleHello, Is there a way that I could convert the analytical model to a physical...
Hello allI have created an entire model for one of my courses. But I created an analytical model instead of a physical model. I see an option of creating an analytical model from a physical model but I...
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