Eurocode load macro not working
Hallo everyone.When I try to use the Eurocode load macro, it stops immediately and shows the window below.It seems that nVariableCombs is not set.Can anyone help please?
View ArticleMember truss Element fails in combined check- Select Series 5
Hello,We are working on a Structural Steel platform project. We have modeled an Angle Element as a bracing to the column and assigned its specification as "Truss Element" . Meaning it shall only take...
View ArticleLoads
In RAM Structural System, the distributed loads applied to the roof deck are not being distributed to one of the beams below. Does anyone have an idea why that might be happening?
View ArticleMinimize, maximize and close windows icons not adjusted in STAAD pro for...
I recently upgrade my system to Windows 10, I am facing an issue that not exist when I was using Windows 7. in STAAD pro when I click on minimize it reacts like I clicked on the maximize, if click on...
View ArticleRam Structural Systems - Foundation Design Code
Ram Structural Systems - Does the latest version still have ACI 318-08 as the most current ACI code for Foundation Design Criteria?
View ArticleIs it possible to perform Dynamic analysis of Elevated Water Tank?
Hey, I am trying to perform dynamic analysis of an Intze type water tank. Things to be considered for dynamic analysis is the sloshing impact and sloshing wave height where a certain portion of mass...
View ArticleSpectrum Load Case, Base pressure
Hi,I modeled a PLATE MAT foundation using plates, Option Y, and the subgrade module.I am using various load cases including earthquake (Spectrum Load Case).However I found a contradiction when looking...
View ArticleDeflection of a concrete beam as per ACI
Hi,Could you please tell me does the Staad calculates maximum deflection of a concrete beam using the effective moment of inertia provided in ACI code?Thank you
View ArticleWarning message-"The member is not a Truss member"
Hello Everyone,I have analyzed and designed overhead transmission tower by IS 802 code. I am getting a warning message that " The member is not a Truss member" The member has been designed considering...
View ArticleSTAAD.Beava
Is there a current technical reference manual for the latest version of the STAAD.Beava add-on mudule?
View ArticleSTAAD.Beava
when using design code AASHTO LRFD, can you modify the design vehicle to a user defined vehicle and not HS20-44?
View Article'Linked' Microstran Model
Hi there,I am trying to model a steel portal frame. It is 3 bays high and 2 bays wide.On-site the beams are going to have a moment end plate connection to the columns and the columns will be a...
View ArticleAssigning a roller at the intermediate support .
Hi,I am trying to analyse a structure which has 2 spans(for eg.) of 3m each,The structure is shown in the attached image. I would like to know how to provide specification to behave the joint of mid...
View ArticleIs this Truss structure been analysed correctly, please comment on the member...
Please find the truss shed file attached for the considerationas per the requirements and to remove instabilities and excessive deflection I have put redundant bracing and supports made fixed and some...
View ArticleSTAAD.Beava
I have a 3D model of an arch bridge with over 19,400 nodes and over 18,000 plates. I want to run the STAAD.Beava Influence Surface Generator. I created the deck but when I go to run the Influence...
View ArticleRam elements - optimization error
I am getting error below when using optimization option in Ram elements (Ctrl +F9).My current ram version is 13.5.0.224Is there a fix for this error?
View ArticleStaad Pro: Stop @ form connectivity and ANL is becoming huge ???
AllStaad Pro stopped when forming connectivity. Anyone can help explain what is possible problem? I did check my structure and the structure shall be stable and connected.Thanks a lot.Bruce
View ArticleDIFFERENCE BETWEEN CRITERIA OF WEB THICKNESS TO DEPTH RATIO OF AISC 89 & 2005
Dear Sir,Please clarify the criteria of web thickness and depth ratio of plate girder in staad.pro according to code AISC 89 or 2005.
View ArticleWhere can I find the latest Verification Manual for Staad.Pro v8i (ss6)?
For a structural auditing, the auditor is asking for the latest Verification Manual for STAAD.Pro v8i (select series 6) - specifically for EC3.Can someone help find it?
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