Rigid Link or Master Slave
See the attached sketch. I am working on a canopy and have drawn in the tentative nodes and beam members. I am trying to determine if it is more appropriate to model the red lines (upper to lower...
View ArticleSTAAD.Pro Analysis Error
Hi, when I run my analysis after creating my structure I get the following error. *** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.What does...
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How long does it take to create repository and export data from Revit?
I am now working on a Revit Structural model and trying to export it to RAM via ISM. It is a 10 levels apartment building with only walls, columns and floors in the model so far. I am stuck in the data...
View Articlethree mass modeling of an elevated water tank
Hello everyoneI am working on time history analysis of three mass modeling of elevated water tank. I have already calculated the parameters of spring mass model and done modeling in Staad. I have some...
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Staad Warnings
Someone explain this to me? and how am I going to solve it properly, thank you
View ArticleBeam Through Beam connection
HiI need to design a Beam to Girder connection with bolted flange plate connection. ( Beam is continuous through Girder ) , Is this option available in RAM connection
View ArticleWhen I press enter or double click on any .STD file it does NOT open the...
This is very annoying and time consuming. Please tell me how to fix this. I have already re-associated the .STD files to open with STAAD, but still it fails to open. Also all the units preference are...
View Articlelateral torsional buckling analysis
I get some warning while running for LTB. Can you help?communities.bentley.com/.../LTB-CHECK-7.0M-CRANE-BEAM-10MT-CAPACITY_2800_ASD_2900_.std
View ArticleProblem using steel design module
Hello all,I am trying to use steel design interactive module of Staad Pro (V8i SS6 20.07.11.90) and I have encountered some difficulties...I have created 2 envelopes of load combinations ,one for...
View ArticleCan not find the old STAAD interface
Before installing the new CONNECT update, I was able to open any file with either the new interface (CONNECT Edition) or the old STAAD if I needed to finish quick and do not have time to familiarize...
View ArticleLTB ANALYSIS WARNING
I AM TRYING TO RUN A BEAM FOR LTB CHECK BUT I GET THE WARNING **WARNING- THE LOADS IN CASE 3 ARE IN THE OPPOSITE DIRECTION TO THE LOADS"I DON'T UNDERSTAND WHAT DOES WARNING MEANS.FOR TORSION THE...
View ArticleMoment Diagrams Discrepancy with Manual Calculations
I have endlessly tried to produce STAAD moments to agree with my manual calculations. I have manipulated all the assigned loadings but with no reasonable output to my manual computations. Any...
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Moment Diagrams + to - rather than - to -
Is there anything I can do to change the moments at each ends of the beam to (- to -) without eliminating the column or making the span longer?Any help with this would be greatly appreciated.Thanks,Chris
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Staad Error
I'm using Bentley Staad Select Series 6, whenever I open my .std file the error pops up, please help me on how to solve it, thank you in advance.
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Whole Floor inactive
Good morning, i try to model a masonry building on the Ram Modeler, went i try to apply deck mode for the floor the Whole Floor command is inactive.
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Foundation Design
Hi All,While Creating the Job in Foundation Design the following attached appears stating that something went wrong and couldnot go further into Design.Any experts here help me tackle this problem.I am...
View ArticleModelling voided slab
communities.bentley.com/.../Model-A1-Rev2.stdcommunities.bentley.com/.../Model-A2-rev-1.stdHi,I am trying to model a voided slab using 2 models.Model 1 - top flange, bottom flange and web modelled...
View ArticleSTAAD.Pro CONNECT Edition - CONNECTION module design code
Dear All, I'm not sure if the connection module (RAM Connection), which I believe is integrated in STAAD.Pro has the option to choose Canadian design codes. Is it possible to select CSA S16-14 Design...
View ArticleSTAAD Pro Disjointed Error
Hi, I am trying to create a bridge substructure. When I run the analysis, I get the following error. **WARNING- THIS STRUCTURE IS DISJOINTED.I think this has something to do with the offsets but I...
View ArticleRAM Steel Column - Columns Deeper than W14
How can I check columns that are deeper than W14 in RAM Steel Column?Thanks,Ryan
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