"Error - Above Line Contains Erroneous Data."
Hello,I am designing a steel joist structure for my senior project. But when I run analysis, I'm getting an error, "Error - Above Line Contains Erroneous Data."Can anyone please help me out and...
View ArticleMulti-linear Soil Spring for Foundation Slab
I am trying to run a foundation slab with multi-linear springs, representing below soil conditions, but running into "not converging" issue:1. As a test run I modeled 2-ft thick foundation slab that is...
View ArticleDoes Staad Pro work efficiently in Macbook??? How is it done?
Does staad pro work efficiently in ios. How is it done?
View ArticleDFF failure
I need some clarification about failure due to DFF.Why the deflection values for any particular member differs from the output value in values as well location. I attach btwo files for clarifiation....
View Articlehow to use IS 456 and IS 800 in staad.pro
hai,I have lots of doubts regarding STAAD.PRO.kindly refer me how to use IS 456 and IS 800 in staad.pro.I understand the code book,but dont know how to implement it in staaad software
View Articlehow do i apply load for a particular member
hai,i applied load in software,but to my section modulus,i have to know the load right! how to place load for manual calculation.kindly help me.any model or example if possiblethank u
View Articlehere I have shown the output , kindly help me to move further
* 157 ST PIP42.7X2.8 (JAPANESE SECTIONS) FAIL L/R-EXCEEDS 1.061
View Articlefail of japanese section
* 157 ST PIP42.7X2.8 (JAPANESE SECTIONS)FAIL L/R-EXCEEDS 1.061to rectify the above failure what should i refer
View ArticleContextCapture app crashes on startup
ContextCapture app was working fine when I was running Android 7.1 on my Google Pixel 2. Upon updating to Android 8.1 as I open the app it only loads a blank screen on startup and crashes itself right...
View ArticleLoading diagram for uniform moment on a beam element in STAAD
When a uniform moment is a applied to a beam element in STAAD, the load diagram shows a horizontal uniform force/load along with the moment. What does this horizontal force represent?
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Frame story shears acting in opposite directions
Hello, I am designing a one story building using a pseudo-flexible diaphragm. The lateral force resisting system consists of knee braces at all beam-column connections (which is considered an ordinary...
View ArticleIndustrial builiding
Dear sir,How to assign a dummy member in staad pro while analyzing industrial building (like purlins as dummy members)?
View ArticleLY & LZ for crane girder beam
Dear Sir,plesase attached staad file for gantry crane conveyor structure with load carrying beam.here structure is acrrying crane girder (ISWB 175) which is supported with Beam ISMB350 from bottom.as...
View ArticleDFF ISSUE
SORRY I AM NOT FINISHED WITH IT YET UNLESS I AM FULLY SATISFIED TO KNOW THE REASON FOR DEFLECTION FAILURE.I ATTACH SCREENSHOT AND CORRESPONDING STAAD FILE FOR SOME ANSWER.WHY NODAL DISPLACEMENT VALUES...
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LOCATION FOR DFF deflection calculation
can you clarify where is the location (LOC) in the deflection calculation for deflection check.How it measured? Is it measured from near or far nodes of the member under check or from DJ1 or from DJ2...
View ArticleStobie Pole Design
How to design Stobie Pole in StaadPro, if anyone has done please share.Sandeep
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improper open wind load
staad didn't generate open wind load for some members. couldn't understand why? please help.
View Articlehere i have given bracing profile,it is failing for any profile i povide
* 652 ST SHS60X60X6 (JAPANESE SECTIONS) FAIL L/R-EXCEEDS 1.252 * 653 ST SHS60X60X6 (JAPANESE SECTIONS) FAIL L/R-EXCEEDS 1.252THE ABOVE PROFILE IS OF BRACING PLACE LIKE CROSS BRACING HORIZONTALLY ABOVE...
View ArticleSFA converting inches to feet for grade beam design.
I have been running into this issue off and on where when designing a grade beam I input the "Default Properties" for the slab and grade beam and the units is in inches. When I enter the grade beams...
View Article** Read/write ERROR in Unit No. 16
We are geeting Error in Unit No 16. Attached STAAD file has both Time History and Response Spectrumcommunities.bentley.com/.../EW_2D00_PR04_2D00_26_2D00_apr.std
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