PRISMATIC SECTION ANALYSIS
DEAR SIR , WHEN I DO ANALYSIS THE OUTPUT IS NOT SHOWING THE UTILIZATION VALUE FOR PRISMATIC SECTION AS I USE ROUND BAR OF 70 MM DIA AND GIVING ME A WARNING THAT THIS VERSION IS NOT...
View ArticleFOUNDATION SUPPORT
I am new in Staad pro so please answer this question in very easy language....!What is the use of Foundation support i staad pro....can we use this instead of fixed support...what is logic behind that...
View Articlewarning
in my project one member shows the warning regarding ""Nominal shear force exceeds tauc_max limit""the size of beam is 300mm x 500mm and length is 2000mm garde of the concrete is m30 and fe500beam the...
View Articleloading on top roof is given as 100kg/m2 . how shoud i apply this load as...
loading on top roof is given as 100kg/m2 . how shoud i apply this load as floor loan on my inclined roof. An error is showing while using one way loding direction in floor load option...
View ArticleWhen will the new Ram Connection HSS Truss Connections be available inside...
Is there a Release date for the Staadpro CE that will work with the HSS Connections in Ram Connection 12?
View ArticleWARNING:Section fails while designing section: 0.0 mm And...
WARNING:Section fails while designing section: 0.0 mmAnd WARNING:Reinforcement % exceeds maximum limiteven i increase the column size... warnin still occur please help STAAD SPACESTART JOB...
View ArticleSupport Moment Sing Convention Clarification-Staad
Hi, Can you please clarify that positive support moment values(i.e., resisting moments), Mx, My or Mz acts about corresponding positive global axis and vice versa?Thank you
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**WARNING- Deflection check of member # 27 will not be performed as service...
Using Select series 6 - Version 20.07.11.70Though it is properly defined for deflection check. still we are getting the same error message.STAAD SPACEJOB PART PIPE BRIDGEENGINEER NAME CSCHECKER NAME...
View ArticleSelf weight of section
In staad pro why the self weight factor is always -1 in Y direction ?" Factor = -1 & Direction = Y "
View ArticleRegarding Staad connect edition
Dear Sir,In view of ease to old veteran users is there an option to retain old staad menus as classical interface like in autocad you have an option to retain old menus.
View ArticleP-Delta Analysis clarification
Question-1For the command "PDELTA 20 ANALYSIS", in STAAD.The analysis is performed for large P- Delta or for both large and small P-delta?Question-2For the command "PDELTA 5 ANALYSIS SMALLDELTA", in...
View ArticleSurcharge Consideration from a big floor slab
Hi,Can you please tell me how do we calculate surcharge from a slab on ground(386m x 34m) subjecting to 4.5ksf load in designing a building spread footing? I know this is not the place to ask it.Is...
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importing problem
When i am importing the dxf file into staad software the whole file showing one line diagaram what showing in staad what actual file is communities.bentley.com/.../CENTERLINE-DRAWING.dwg
View Articlefixed but support
Hi all,I will be thankful if you can answer to my question and give guide.I have big plat on beams, going to put frame on one portion of plate, plate ends are siting(welded maybe) on beams, now I...
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STAAD showing 2 different unity check values.
Hello,I have a STAAD code which is a simple beam design with loads and I was doing steel design. On performing design I got the results of beam unity check to be 0.74 (Actual Ratio). But on double...
View ArticleRam Connection CHB
I am trying to design a HSS Connection that has Top Branch and Bottom Branch.The Bottom Branch appears to solve correctly but the Top Branch is doubling the interaction equation.When I only use the Top...
View ArticleRam connection - No valid joint
Hi - I am trying to design fixed bases for lateral columns using ram connection. The columns were modeled in Ram Structural system, and exported to Ram Connection. I was able to assign the connection...
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Unexpected bending moment diagram in concrete frame buiding
I'm designing a concrete frame building using STAAD.Pro Advanced CONNECT Edition - Version 21.00.02.30.It's a substation of two stories. I modeled two floor diaphragms in the building and found the...
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In RC designer, while design slab get zero moment in top Y region>>>
Hi all,In RC designer, while design slab get zero moment in top Y region .. what may the reason???? i have uploaded image and model for your reference????communities.bentley.com/.../zxc.std
View ArticleEffective length factor SKY and SKZ parameters in ACI concrete column design
If the user didn’t assign effective length factor SKY and SKZ parameters in ACI concrete column design, which value does STAAD consider in the column design:1-The length of the modelled member from...
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