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please suggest some measures for designing this six storey steel structure so...
STAAD SPACESTART JOB INFORMATIONENGINEER DATE 02-Jun-16END JOB INFORMATIONINPUT WIDTH 79UNIT METER KNJOINT COORDINATES1 0 0 0; 2 8 0 0; 3 16 0 0; 4 24 0 0; 5 0 0 8; 6 8 0 8; 7 16 0 8; 8 24 0 8;9 0 0...
View ArticleOpenSTAAD
we developed few programs using OPEN STAAD in year 2010. These programs are running successfully with Windows XP. However, the same are not functional with Windows 7 / 8.
View ArticleRE: ROD BRACING DESIGN IN STAAD
Thanks for your Reply Sir, The Code I am using is IS-800-1984 (WS) , In this case if i am giving MAIN command as 1 to Skip Slenderness then also the Bracing is Failing in Slenderness.
View ArticleROD BRACING DESIGN IN STAAD
Is there any Provision to design ROD Bracing in STAAD. If there is provision what will be procedure to design Single & Double ROD.
View ArticleRE: Horizontal Deflection check for Frame with Combination of RCC + Steel Column
Thanks for your Reply Sir, In this case when RCC+ Steel Column the horizontal Deflection which STAAD is giving is for the Complete height but if we are checking at the End Node of RCC some value for...
View ArticleHorizontal Deflection check for Frame with Combination of RCC + Steel Column
If there is a Frame with a combination of RCC Column upto Certain Height and rest Steel Column. If we are just designing the Steel Column only & RCC Column we just model but we are not checking it....
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Base plate design
Dear sir,  How to take input value for base plate design from staad pro (input value like maximum axial compression, maximum axial tension, shear an moment). Can i use the value from the summary. And...
View ArticleRE: Colum Design Error
but how to exclude a complication that must be encountered for design which causes the overturning load, the same problem occurs even by using ACI :-(
View ArticleColum Design Error
When using the BS 8110 code for design, I am getting the error: Loading 1 produces tension in member 1. Check suitablility of design. And the design is not being performed. Staad Guys(Shany), please...
View ArticleRE: Staad Pro to Prostructure.
How to Import in Prostructures. As when I open prostructures it shows the dialog box to open the existing file or make new. There is no option in Importing the ISM repository. the problem i mentioned...
View ArticleRE: Staad Pro to Prostructure.
I am doing the following steps.(Staad Pro V8i SS6)1-Staad Pro. File\ISM\Create RepositoryThe staad Pro V8i ISM module shows up and after selection the file name, and Run the process, it Creates .dgn...
View ArticleRE: Staad Pro to Prostructure.
Dear Mr. Anwar, I imported many times models from staad to pro-structures and vice versa. Your mistake: The file always generated by creating a repository is .ism.dgn file. It is not a simple .dgn file...
View ArticleIsolated Footings - Staad Foundation
The foundation for file "Chatterjee National School" is giving fine for uniform footings though there are some overlaps,But when sloped footings were introduced,some of the isolated footings were...
View ArticleIsolated Footings[1] - Staad Foundation
The Staad file "Chatterjee National School" is attached herewith for your discussion .[View:/cfs-file/__key/communityserver-discussions-components-files/5932/chatterjee-school-3-storied.std:940:0]
View ArticleCombined Footings - Staad Foundations
I have tried to design combined footings/strip footings along the longer dimension involving all the 11 columns of the model attached.But the DESIGN PROGRESS REPORT is showing :-Calculation sheet is...
View ArticleRE: Centre of stiffness - earthquake tab
Can you please send us the model that you created?
View ArticleRE: How to make sure that which beam comes above or below the other when both...
May I request you to elaborate the two situations with a sample model.
View ArticleHow to make sure that which beam comes above or below the other when both...
how to make sure which beam comes above or below the other when they intersect ?
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