Why the steel at mid section of a beam the steel at top fiber is more than...
Please check the file.. Beam 2 , 5 etc . as the area of steel at TOP FIBER is much more than the area of steel at BOTTOM FIBER (at mid section of a beam). Most importantly how can I check or change the...
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Timber load bearing wall design+stud
Hi I am new in Staadpro, I wanted to know is it possible to model a timber bearing wall and wood studs in Stadpro?if yes, how can I model something like below captured, I have a masonry wall, joists...
View ArticleStaddpro grid line in complex plan
Hi I am new in Staadpro, I have a building project which has complex gridline plan on each floor.but all the training videos just show a square plan with the same plan in all floors.what is the best...
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Design code is not activated
We are using STAAD Pro SS6. We have recently installed it. But when we assign a design code for concrete a message appears showing "design code license is not activated". It is working fine when we use...
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Major Change in RAM Connection between 11.0.0 and 11.0.1 causing braced frame...
In the absence of release notes, I have found what I perceive to be a problem with RAM Connection 11.0.1 and the design of braced frame connections. Attached are 2 sets or results from the same...
View ArticleConnectios
Please can someone answer me: Which means: "an exception occurred in the destination of the invocation"Thank youRamiro
View ArticleMat Foundation - Design Output
The Design Output for the Mat Foundation Design Module of Foundation Advanced presents a cryptic formula for calculating the steel percentage required. The minimum area of steel required is given as...
View Articlemember release
Dear Associates,Please suggest me that how should I decide a factor for partial moment releases .And when should I go for partial moment release / full release ?Regards,Abhijeet Kumar
View ArticleWall Forces in Frame vs. Concrete Module
When viewing the total axial forces in a particular wall for any given load case the results I am getting are very different when viewed in the Frame module as opposed to the Concrete Analysis module....
View ArticleRepeat Load
Hello Everyone,I want someone to explain:what is Repeat Load?Where it is to be used?What should be kept in mind while assigning a Repeat Load case in STAAD.Pro?
View ArticleShrinkage Steel For Mat Foundations in STAAD Foundations Advanced
I have a question regarding the reinforcement steel sizing in STAAD Foundations Advanced. When there is a relatively small moment in the foundation and therefore the minimum reinforcement for shrinkage...
View ArticleSlab design for Bending Moment and Torsion combined
Hello everyone,I am working for one of the underground metro projects where I have to design various slabs. These slabs have to be designed for bending moment, torsion and shear force for large number...
View ArticleAssigning Design Parameter using OpenSTAAD
Good day everyone,I'll just if there is a way to assign a Design Parameter into the models using OpenSTAAD.I found this snippet "Function AssignDesignParameter" but I don't know how to use it.Any help...
View ArticleDesign of single angle as per IS 800 and AISC 360-10 codes in STAAD
While designing single angle per IS code in STAAD pro software, the output report shows design based on principle axis for which the angle design qualifies. However when the same design is performed in...
View ArticleDifference in Staad Code Checking and Steel Design (under new tab)
Hi!!I have a simple 2-D portal frame analysis of steel ISMB (Indian Steel Section). Now code checking has given that the beam section has passed as matched with my manual calculation. But in the...
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***WARNING : LOAD # 10 IS A NOT A GRAVITY LOADING -- Help!!
Hello, i have this Warning, how i can fixes ??
View ArticleRam Frame Brace Loading
I have modeled a 2-story building in RAM SS with Shear walls as the main lateral force resisting system in the North-South direction and SCBFs in the East-West direction. My question is, in RAM Frame,...
View ArticleTracking Column Loads
I'm designing the PT slabs for a podium structure. 3-4 levels of columns in the model. My question is: I am trying to design the columns and pulling the reactions from software is great, but the ID...
View ArticleWhat should i do when axial stress on a beam exceeds 0.1 Fck according to...
While designing a G+5 building,the axial stress exceeds 0.1fck, is the problem in giving any command?
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