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RE: Cable Section Property
Dear Communities adm. Geeky BiswaThank you fo response and helpI want to ask again about cable properties, in modification section database manager, properties cable in column PULT, the unit is ksi...
View ArticleCable Section Property
Introduce me Abrar as lecturer Indonesia Institute and administrator of license academic of Staad.Pro.I have problem about Cable Section property. My students write the scription about Arch Bridge and...
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Staad foundation Advance Error
hi, Every time I have to open my installed Staad Foundation Advance it shows an error, here it is how can I solve this,,,, thanks
View ArticleTheta Stability Check and Eccentricity for Response spectrum
Dear All, I would like to ask about to main Issues: 1- Theta Check it's known that theta check requires Story Shear , Vertical load at each story , and drift value.I can extract the Story shear...
View ArticleRE: save/restore option
Actually for both the purpose. but mainly for the geometric stiffness update for the dynamic analysis.
View ArticleRE: Support reactions
Hi Amer, The modeling is ok ... though I have some doubt over the fixed but support conditions along the two peripheries. Please have a relook for the "FIXED BUT FX MX MY MZ" and "FIXED BUT FY MX MY...
View ArticleRE: Canadian code Beam Length Design Error
Assign KY, KZ or LY, LZ values of the physical member to the small beams. The same is to be done for UNT, UNB too. If you do not get the expected result even after that modification, you are requested...
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RE: Canadian code Beam Length Design Error
Hi Amitava,Thanks for the reply, I have added KY, KZ, LY,LZ, UNB and UNT but still not getting reasonable MZ in my physical beams. The model is enclosed as you requested. I have added LEVEL-4 Beams...
View ArticleRE: Canadian code Beam Length Design Error
I understand that the basic issue is originating from the analysis results. However, if you refer the physical beams (519-531-543-560-580) and (518-530-542-559-579) - they are tied together and their...
View ArticleRE: ** Read/write ERROR in Unit No. 29
Can you please upload the STAAD input file here so that we can take a look. Also please mention the Version No. and Build No. of STAAD.Pro that you are using.
View ArticleRE: ** Read/write ERROR in Unit No. 29
This error is representing a programming terms, Unit 29 is a number that STAAD internally assigns to a file it has opened. During the calculations, STAAD has to store data on several files. One file is...
View ArticleRE: ** Read/write ERROR in Unit No. 29
(Please visit the site to view this file)Hello,I am running StaadPro V8i Select 4, 20.07.09.11.
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RE: Theta Stability Check and Eccentricity for Response spectrum
Although you can get the vertical force transferred through any specific storey of a frame structure by adding up all the axial forces at the bottom of the columns of that particular storey.But another...
View ArticleRE: Theta Stability Check and Eccentricity for Response spectrum
for the second query I suppose you mean the accidental torsion.. Currently, we can define the accidental torsion factor directly in Staad for IBC and Indian design code but there is no such direct...
View ArticleRE: ** Read/write ERROR in Unit No. 29
I am able to analyse this model in STAAD.Pro V8i SS6 version. Can you please make sure that you are analyzing this model from local drive? Please make sure that the folder where you have kept this .std...
View Article** Read/write ERROR in Unit No. 29
Any clue what this message is related to:*** STAAD.Pro ERROR MESSAGE *** ** Read/write ERROR in Unit No. 29 **INTERNAL ERROR** ENDFILE ON LOADS FILE L29 IN REDLD CHECK USAGE OF CHANGE,SET...
View ArticleRE: Instability warning message in direct analysis method
Can you please upload the model?
View ArticleRE: Instability warning message in direct analysis method
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View ArticleRE: Instability warning message in direct analysis method
I read in one of the posts that increasing shear modulus helped someone get rid of this problem. So I increased shear modulus G from 11435 to 1.1435e+008 in the model. But that doesn't help. I forgot...
View ArticleRE: Instability warning message in direct analysis method
I have run the model but could not see any instability warnings in the output file. Can you please remove the truss specifications and assign partial moment release starting with Mp 0.99 and check if...
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