Diseño
Buenas tardes compañeros, tengo una duda, utilizo staad.pro, para diseño de naves industriales, entrepisos, torres para tanques elevados, al igual que construcciones en concreto armado y todo con su...
View ArticleOpen STAAD: Output Units.
Hi,I am trying to import Plate results from STAAD. Would you please explain way to import plates results in user specified Units. For example1:My Base unit is "Metric"i have created my STAAD file with...
View ArticleSTAAD Instability weak spring
Hello,I am getting a weak spring message in this code. I am not able to understand why this is happening. My assumption is that it's because of pinned end supports there is some moment in the frame...
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How to analyze the Load level vs Displacement
I'm through the non-linear analysis for a steel structure and got "Load level vs Displacement" result the below. I'm at a loss how to analyze this result.Please give me a piece of advice.
View Articleabout ram connections
when i try to design connections using ram connections by selecting indian code, in design results, it shows me clause references and formulas from euro code. how to design connections purely by indain...
View ArticleBraced Baseplate Orientation in STAAD.pro Connection Design
I'm designing some braced baseplates through the connection designer in STAAD.pro. The problem is that the connection designer defaults the brace as coming into the flange of my columns despite the...
View ArticleFrame Displacements - Modal Analysis
When doing a modal analysis in RAM, is there a way to determine frame displacements for each individual mode? I'm checking the torsional irregularity and my understanding is that the frame...
View ArticleT-Beam Geometry
When modeling a T-beam in RAM, you can set the program to calculate the effective width. Is there a way to see what dimension was calculated? I want to verify the right dimensions were used. i'm...
View ArticleResponse Spectrum - Vertical seismic load
Hello, I'm applying a vertical seismic load (Y axis) with the option "Response Spectrum". The chapter "12.4.2.2 Vertical Seismic Load Effect" of ASCE 7-10 explain that we have consider a 0.2...
View Articleband beam
Hello , how we can design properly a band beam ? i mean the input of the band and its design strip .
View ArticleDesign Strips around shear core.
Hello. I am having trouble modeling design strips on a slab at a shear wall area, which cantilevers out at two sides around the shear core. I am using PT to attempt to limit deflection but I am having...
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RAM Composite Beam Output
I'm a bit confused on the composite beam output. Hopefully this is simple. Can you clarify what Line Load 1 is and how it is derived? I assumed this to be the precomposite loading to the beam, but...
View ArticleAS/NZS 1170 Loading Combination
HI,Is there a way to have an Auto loading combination from AS/NZS 1170 to be used in STAAD.PROMany Thanks
View ArticleStaad pro modelling
HI,I have trouble in shifting the CG of the column and how to place secondary beam on the main beam.
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RAM STRUCTURAL SYSTEM - SDL Deflection in Noncomposite Beam
Is there anyway to quickly pull the SDL deflection in noncomposite beam? Screenshot above shows the deflection of a noncomposite beam. As shown above, self-weight and SDL are shown as a single "Dead...
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Incorrect Beam Loading and Sizing - RAM SS
I have floor plate with composite beams and uniform loading but for some reason a couple beams in the top right corner are being designed with partial loading and beam sizes that are substantially...
View ArticleAdd story to structure
In Ram, is it possible to add a story below the roof level to an already modeled structure? So basically I would have a new 2nd story and the current 2nd story would be the 3rd story and so on.
View Articlewhat is the meaning of sliding and overturning in foundation?
what is the meaning of sliding and overturning in foundation?
View ArticleCan we get the story forces result in staad Pro?
Can we get the story forces result in staad Pro? tell the procedure..
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