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File Format
Dear all, I have installed the STAAD. Pro Connect Edition, but all my previous std file showed no icon. Previously I was using STAAD Connect Version 8. Anyone can advice on this? How it be shown with...
View ArticleDeflection Check for Multiple Criteria & Steel Design
What is the correct syntax in STAAD.Pro for checking deflection in steel beams for multiple criteria while also performing the steel design for strength? For example I would like to check the beam for...
View ArticlePin connection between plate and edge beam
Is there a facility in Staadpro to easily release the fixities bewteen the plate and edge beam to make the connections as pinned?
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List index out of bounds (-1)
While trying to view a report I get the following error message:"List index out of bounds (-1)"and no report is shown.
View Article14 inch CMU in the RAM Elements Masonry Module
Does anyone know if there's a way to modify the RAM database to select a 14 inch masonry unit in the masonry design module? It appears it only goes up to 12inch block.Thanks
View ArticlePlates Results Along Line - How To?
I am using STAAD.Pro CE and working with plates. Where/how do you specify the line to get the results along several plates? I've seen several posts on Bentley Communities on interpreting the results,...
View ArticleFailure because of slenderness.
if i will notput the addition supports between my longer span beam there is an failure because of slenderness.and kindly correct my file if you can as per these required loads.
View ArticleWarning : length to depth ratio for members is less than 2.5 and ENSH (1...
Hi, i am Hitesh, i am designing a Rest house, since i have provided large number of conceal beams which resulted in subdivision of main beam between columns into small span sub beams. therfore i am...
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Section Wizard properties with EURO Code steel design not matching.
The pass ratio for same HEA sections from section data base and from section wizard are not matching in Euro code. But matches for US code. What's going wrong?
View ArticleStaad Advanced Foundation V8i
When we model Mat Foundation - Do we need to check YES to all SELFWEIGHT for the all Primary Load Cases. Or just check only YES for DEAD LOAD?
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RAM SS Fatal Error - Two members at same location.
I get this error in a model when I go to the beam design module. No errors show up in the Data Check within the modeler. There are no beams at the location that it says there is an error. There is a...
View ArticleLimit Magnitude of Support Reaction for Existing Foundation
I have been asked to design a steel frame which will be supported on new and existing pier foundations. What is the best way to create STAAD supports for the existing pier foundations such that their...
View ArticleModeling a Building Addition w/ No Wind on One Side
If I'm modeling a building addition that has one side not exposed to wind pressure, how do I make sure that no wind is applied to that face in RAM Frame? I was considering not attaching my semi rigid...
View ArticleRAM Elements Analysis and Loads
Hi, I'm having some issues with analysis result and design parameters in RAM elements. 1) In my model, I've applied load on a strong axis but the analysis result is showing a moment in both major and...
View ArticleBeam Reactions in Ram Frame
I am trying to view the enveloped beam reaction in Ram Frame similar to how you can see them in the Beam module. Is this possible? If not, how do you find this information?
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Do purlins need to be modeled in staad
Hi,Can you pls help.I modeled the purlins in the shelter and results of displacement and moments are ok,but when i removed the purlins it resulted in larger deflection and moments.My question is it ok...
View ArticleNormal Analysis and Interactive steel design
Hello everyone,Can someone please clarify why my elements are not failing when I check code. But when I use Steel design, they are failing in combined axial and bending check?STAAD SPACESTART JOB...
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Modeling Design Strips around Skewed Beam Orientation (RAM Concept)
I'm nearly finished with the design on a slab and am cleaning up the reinforcing. I have two areas of the slab with program reinforcing shear bars, which I would like to get rid of. The areas with...
View ArticleIssue for defining polygonal region for mat foundation analysis
Hi there,I was trying to create a polygonal region in order to mesh the mat foundation. However, when I click the button "using Polyline" in the "Add meshing regions" and click "Generate table" and...
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STAAD.PRO to autoPIPE pipelink import issues
I'm running STAAD.PRO Advanced version 201.00.01.12 and AutoPIPE CONNECT Advanced Edition Version 11.02.00.08. I've been able to export a .pipelink.db file from autoPIPE and import it into STAAD.PRO...
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