CODES used in staad pro V8i (select series 5) analysis
Hi,I would like to know which code to be used in structural (onshore skid) analysis in STAAD PRO.Currently I'm using AISC 360-05 (AISC UNIFIED 2005).Thanks...
View ArticleDesign of Column
Dear sir, I got warning for design of column due to this warning it doesn't give concrete design for column.its shows the WARNING:Unable to accommodate required reinforcement.So,please give...
View ArticleRE: How to customize report of mat foundation?
I could not find the option of slab and beam designer.pls help me.
View ArticleHow to customize report of mat foundation?
where I have to put slab and beam property?where I will get the details of beam and slab reinforcement?
View ArticleMaximum moments and shear
Dear Gents ,I have model for concrete slab 4m x4 m with moving load by using dummy member colud you inform me which values of moment is the correct and i should adopted in design calculation for slab...
View ArticleRE: Taking nodes.
You can simply go to the input file and copy all the commands and paste it over here.
View ArticleTaking nodes.
please anybody tell me, when should i take nodes for the design of PEB(pre-engineered building), for columns and rafters, i know that, when a new member is started or when load is changed or we are...
View Articlebeam designer option in staad foundation advance v8i
where i will get the option of beam designer ? I am using staad foundation advance v8i . If any advance form of staad foundation having this beam designer option then kindly upload the main file.
View ArticleRE: STAAD ERROR
Thank u DSANJU. If this is the same version,, then I think something is wrong at my end.
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Mode shape understanding
In many modes starting from first mode (1.209 Hz) of seismic analysis of steel structure .. I am seeing structure top frame is disconnecting from its column support.whether this means the structure is...
View ArticleRE: Taking nodes.
STAAD SPACE START JOB INFORMATION ENGINEER DATE 16-Dec-15 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 12.16 0 0; 3 0 12.16 0; 4 12.16 12.16 0; 5 6.08 0 0; 6 6.08 12.76...
View ArticleSection Wizard Folder not being read. ( UTP file error )
Dear Sir,After updating my STAAD from Select Series 5 to Select Series 6, the Section wizard file is not being recognized.That is even if the UTP file is saved in the same project folder, it is giving...
View ArticleSeismic qualification of Steel structure- requirements
Sir,I recently started working on Seismic analysis. My question is for qualifying the steel structure seismically what output parameters i need to check ??From my understanding one check is to see the...
View ArticleUrgent Different output by two different version of STAAD.
I have Analysed & Designed attached file of STAAD using Select series 4 & Select Series 6. I am getting different output from both.Some of the member fails in Series 4 while passes in Series 6....
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