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RE: The peak acceleration for walking excitation(floor vibration)
In Staad the floor vibration simulation per Design guide -11 is only available if the composite floor system is modeled.However, if you do not want to model the composite floor, then you can separately...
View ArticleThe peak acceleration for walking excitation(floor vibration)
Dear All ,how could we calculate floor vibration ( the peak acceleration for walking excitation) without modelling the composite deck ?is it possible to calculate the same for non-composite decks , i...
View ArticleRE: **WARNING - UNEXPECTED COMMAND IN LOAD DATA *** ERROR *** ABOVE LINE...
Can you please upload the model (.std file)
View Article**WARNING - UNEXPECTED COMMAND IN LOAD DATA *** ERROR *** ABOVE LINE CONTAINS...
hi, I've just started using Staad program in designing, I've learned this by watching Youtube but I always come up with this error. Can you help me with this problem. I'm trying to design now a...
View ArticleMoment capacity of Steel beam GRAVITY v/s LATERAL FRAME
Why there is a difference in the moment capacity of a beam when compared to gravity design and RAM FRAME design.For example, for one particular beam, if the moment capacity is 120 k.ft shown under...
View ArticleRE: How Staad Pro. can do the construction stage analysis?
Your example does not seem to show stage construction. You are asking for a loading pattern to be added onto a model that has been deformed by a differnt laoding pattern. That is basically a load...
View ArticleRE: How Staad Pro. can do the construction stage analysis?
This is a stage construction. I was carrying out the analysis of an underground metro structure using repeat loads and nonlinear analysis to reflect soil-structure interactions as attached photo. There...
View ArticleHow Staad Pro. can do the construction stage analysis?
Hi,I have two stages of construction analysis(attached) need to be solved. I am using Staad.Pro V8i for structural analysis. How can I solve this issue by using Staad.Pro?Thanks,Pisit
View ArticleRAM Shear Wall Design Report
Hi,I am currently using the RSS version 15.03.I've completed the shear wall design with graphical reinforcement output. However, i cannot seem to output the design report (which i could easily do with...
View ArticleRE: STAAD Output (Reinforced Concrete)
You can use the TRACK parameter to control the level of detail that is reported as part of the design output but there is no way to take the drawing out from the ANL file. If you are trying to cut down...
View ArticleRE: STAAD Output (Reinforced Concrete)
how can i open the ANL file in MSWord, I tried copy paste. but is there other way?
View ArticleRE: STAAD Output (Reinforced Concrete)
Please follow the steps listed nextEnsure that the STAAD.Pro model is closed.Open Windows Explorer and browse to the folder where your STAAD.Pro model is located.Copy the .ANL to a different...
View ArticleSTAAD Output (Reinforced Concrete)
After Run Analysis. I go to Staad Outout, I want to see only the number of bars and and stirrups in beams. Is there a way to do this. Thanks.
View ArticleRE: Staad Foundation Calculation Sheet
There is no direct option to export the calculation sheet from within STAAD Foundation Advanced to MSWord or MSExcel. One can however open the calculation sheet in SFA and copy the calculation by...
View ArticleStaad Foundation Calculation Sheet
How can I export the calculation sheet to MS Word or MS excel? thankz
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Calculate mass and center of mass for a single floor
RAM Elements. I hope that somebody can help me, when I try to calculate mass and center of mass for a single floor the program crash, some advice or maybe Im making wrong help me please. Thank you in...
View ArticleRE: Moment capacity of Steel beam GRAVITY v/s LATERAL FRAME
There could be a difference in Cb (which is ultimately due to a different moment diagram or set of brace points that could be used in Ram Frame).
View ArticleRE: ISM Profile Database
I am using STAAD.Pro to be exported to Tekla using ISM link with British sections. I beams are exported correctly but channels and T-shapesare exported as parametric shapes. It will be better that this...
View ArticleRE: When we are using unconventional composite sections in railway bridges we...
Free sketch or the section builder is meant for defining any arbitrary sections or any build-up sections. Now, there is no standard design rules available in any design code to classify these arbitrary...
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