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Staad.Offshore Transport Load Generator Equations
Hi,We are using Staad.Offshore v8i (version 3.0.1.2). In the Staad.Offshore technical reference manual available from the Help files, under section 4.2 (Transport), the equations shown are:Please...
View ArticleRE: Do Staad.pro Can Analyze Structure with Flat Slab?
See the answer posted atcommunities.bentley.com/.../294638.aspxAdditionally, if you are planning to design the slab per the IS456 code, one more option is available - a third party application known as...
View ArticleRE: Query on time history analysis of 80 storied building
What kind of a dynamic load are you looking to apply? A vibrating load due to machinery on one of the floors? Or a ground excitation due to an earthquake?Either way, the type of building isn't really...
View ArticleRE: Do Staad.pro Can Analyze Structure with Flat Slab?
Hi, Thank you Seth and Kris for your responds.Ian
View ArticleRE: Cantilever Plate Girder FE model
Thanks for the reply.Now I have updated the model to complete time history analysis. Please see attached.Now when I try to complete time history analysis I am receiving message:" HAVE AT LEAST ONE...
View ArticleRE: Cantilever Plate Girder FE model
As stated in the error, try to change the Integration Time Step to 0.0048 from 0.1 in the Time History Definition. Now the Time History analysis should run fine.
View ArticleRE: Cantilever Plate Girder FE model
Hi,Please see attached model, where I first carried out time history analysis, which gave me a base shear of 231.8kN with a maximum nodal deflection at top of cantilever tip as 52.1mm (for time step at...
View ArticleRE: STADD Pro RC Designer
hello..i have a question about a column design.for finding percentage of steel which method used by staad pro v8i..???( p-m curve used by staad pro v8i....?????)pls reply....sir....pls...
View ArticleSTADD Pro RC Designer
I am using STADD Pro V8i, In that I have few doubts, Please clarify. "Indian concrete design"1) I would like to take detailed step by step design calculations output for beam and column from...
View ArticleRE: Column Design
HELLO SIR....WHEN COLUMN IS SUBJECTED TO TENSION +BENDING , WHICH METHOD IS USED FOR FINDING PERCENTAGE OF STEEL....?????KINDLY PLEASE REPLY..AS FAST AS POSSIBLE
View ArticleColumn Design
Can staad pro design an inclined column? I know staad can model an inclined column, my question is, does the design of staad on inclined column structurally sound?
View ArticleRE: design columns
HELLO.....I AM DESIGN A COLUMN WITH USIGN A P-M CURVE...AND SAME COLUMN DESIGN USING STAAD PRO ..AND I AM COMPARE A RESULT. STADD USING A ITERATIVE PROCESS FOR FINDING A PERCENTAGE OF STEEL.BY USING...
View ArticleRE: design columns
HELLO...WHICH EQUATION USED FOR FINDING INTERACTION RATION FOR AXIALLY LOADED COLUMN..????(CLAUSE 39.6 IS 456 ) USED WHEN COLUMN SUBJECTED TO MOMENT....WHICH EQUATION USED FOR AXIALLY LOADED...
View ArticleRE: design columns
Method:-1) Do not consider2) Consider effect as per 25.3.1WHEN I AM CHOOSING OPTION 1) BUT STADD CONSIDER A ECCENTRICITY.WHAT IS A RIGHT INTERPRETATION OF THIS DESIGN CLAUSE.PLS....GIVE ME ANSWER AS...
View Articledesign columns
hi, how can I make a change in one molumn e this to afect to other columns similars? is it possible?thank you
View ArticleRE: how to design slab in staad?
Sir, I am doing the pile and pile cap design. Could you please check how I apply the loading, plate meshing and analysis results. It will be the true pleasure for me if you can check my model. Thanks...
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