***WARNING - Instability at Joints
Instability at Joints ErrorIm new to STAAD and I could not figure out why STAAD gives ***WARNING - Instability at Joints. For some reason staad gives me 0 Errors, 54 Warnings, 55 Notes.Can anyone...
View ArticleDensity not provided. self weight command ignored
STAAD SPACE DXF IMPORT OF KII2.DXFSTART JOB INFORMATIONENGINEER DATE 20-Feb-17END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 4 0; 2 4 4 0; 3 8 4 0; 4 12 4 0; 5 16 4 0; 6 16 4 -3; 7...
View ArticleNO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.
Hi, I recently just started using staad and this error message " NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED." is shown. Can you suggest some solutions?Thank you! :)This is the output file.STAAD...
View ArticleRestricted Movement Joint (STAAD)
Is it possible to model a movement joint that would allow the structure/member to defect up to a set limit?For example, a sliding bearing joint that would allow the element to move up to (say) 20mm,...
View ArticleDesign Parameters - BEAM and CAN
Hello Everyone,Please tell me what is the meaning of Design Parameter 'BEAM' and what a 'General Beam' under CAN design parameter?Thank you.
View ArticleA Warning In Staad Pro.
Hi,What is the meaning of this warning, 'member 9 is part of a beam which has offsets. deflection checks may not be accurate.'Thank you.
View ArticleInternational Design Codes Manual for V8i SS6
Where can I find the International Design Codes Manual for V8i SS6? I have looked all around the Bentley site and cant seem to find it.Thanks- Jeff
View ArticleWind load generation on lattice towers
I have modeled an electric substation box-type structure which consists of lattice columns connected by struts made with standard shapes. The lattice column longerons are L3X3 angles, laced together...
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Modeling Bowstring Trusses
The building I am currently designing in RAM Structural Systems is going to have bowstring trusses above a clerestory level. Is there a good way to model this in RAM? I am not looking to have a...
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STAAD Foundation Advanced v8.0.1.33 Errors
I just installed Update 1. I now get errors every time I create a file. It says "Attemped an unsupported operation". I hit OK and this comes up three more times. The program does not seem to work...
View ArticleIssue regarding importing staad plate analysis results for Mat design in...
I need to design a mat as per US codes.I have prepared staad model and run analysis for the same in staad pro.When i import the staad plate analysis results for mat design in staad foundation advanced,...
View ArticleStress utility ratio
Dear Moderator,Is it possible to see utility ratio just from stresses not based on stability design checks?Regards,
View ArticleDeflection check of a multispan beam
Hi,Please tell me how do we do deflection check for a beam resting on more than 2 supports(i.e., a multispan beam) in staad software?Is it same as checking deflection of a single span beam? (please...
View ArticleBeam Torsion Diagram-STAAD Does not draw the correct Torsion diagram
I am using STAAD for beam torsion analysis but I think STAAD does not draw the correct torsion diagram. My input is below:Torsion diagram should be the same as a shear diagram (for this case) but what...
View ArticleSTAAD.Offshore Weight Factor
Hello,I'm trying to get an understanding of a weight discrepancy between my results in STAAD.Pro and my results in STAAD.Offshore. When I run a simple gravity case for a structure in STAAD.Pro, I get a...
View ArticleREVIT > ISM > RAM PROBLEM WITH WALLS AND COLUMNS
Hi,When I create a repository and import into RAM from Revit, the columns near the walls shift over into the centerline of the wall. Also, some of the ends of the wall get infinitely long. Do you...
View Article***Error*** Above line Contains erroneous data ; ***Error*** Reading member...
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View ArticleP-Delta of a single column
I'd like to perform a P-delta analysis of a long single column with a fixed base to see if the top of the column experiences any lateral displacement as a result of an applied axial load.Will STADD do...
View Articlemanually design the plinth beam
I want to manually design the plinth beam for a steel structure and extract the loads from staad which loads shall i consider?i have 3 critical cases and pinned footingsso i have Fx Fy Fz ,how to take...
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Eccentric Column Problem
Hello Everyone,I am working on a live project and came across a problem on how to model in such a manner in STAAD.Actually I was given with an architectural plan with column positions fixed and in no...
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