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staad editor problem
Hi all,I am new user to staad pro. Whenever i try to open staad editor it's showing error and closes immediately. Here i have attached error message for reference. plz some one can get me out from this...
View ArticleRAM Elements - footing module overturning calculation
For a spread footing with an eccentrically located column, does the program account for overturning moment from the eccentric axial load? It seems like it only considers the moment reaction at the...
View ArticlePodium Design Question
I'm looking into the feasibility of modeling a podium-type structure using RAM SS. It will likely be 1-2 stories of concrete or steel with light framed wood or light gauge steel framing on top for...
View ArticleConfusion in designing bridge deck in staad
Can anyone guide me or attach a staad file having complete bridge design according to IRC codes. I have modelled the bridge and have defined the vehicle class in staad BEAVA but I am confused how...
View ArticleBADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE.
Hii have an error which shows "BADLY SHAPED, WARPED, NOT CONVEX, OR NOT NUMBERED COUNTER-CLOCKWISE"can anyone please help me solve this warning?communities.bentley.com/.../Stair.std
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Input file -staadpro
Sir,I have error message in the problem of define Load generation before load combination while RUN analyse. This is a primary load cases and no moving load or reference load or wind and seismic load...
View Articleabout design parameter commonly used in steel solar module mounting structure
Hi , I am confused about design parameters used for steel structure like Ly,Lx,Lz and Kx,Ky,Kz. why should they use and what will happen if they are not used?
View ArticleNo. of Storey based on the Soil Bearing Test Conducted
How many storeys can be built if the Subgrade Modulus is 40,695 kN /m3 with the given area of 800 sq.m?Thank you.
View ArticleLosing faith in your software
This needs to be mentioned. My manager has told me to ask if these issues of downloading new versions is worth the money my company pays for this product. I have been using STAAD now for 12 years but...
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Beam elevation not adjusting with sloped girder
I am attempting to model a sloped roof in RAM Modeler. I have started by modeling it as though it were flat. Next, I have achieved the slope by using the Layout>Columns>Modify Elevation command....
View Articleresults obtained from hand calculations and from Staad Pro
HiWhen comparing the results of manual calculations with the software output notes that there is a difference. I wanna to know the reasons of this different ? Is the density and stiffness related to this?
View ArticleHow do I change lengths of pre-existing beams on RAM steel structural ?
I made a design on RAM but used the wrong beams sizes of 26 ft rather than 24 is there any way I can change all of the existing beams to a different size without starting over? Thank you!
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vehicle load on bridge
I have defined 2 lanes in my bridge deck but vehicle load is getting displayed only on one lane. Is there any point I am missing.
View ArticleDesign not performed on Guy Wire because of its prismatic properties?
Hi Everyone. Anyone know how to solve "**WARNING** DESIGN NOT PERFORMED WITH PRISMATIC PROPERTIES" for guy wire? I want to check the stress ratio using CODE BS5950, but couldn't figure out other way to...
View ArticleBubble deck slab
How can I design a bubble deck slab in staad pro? My final year project is on analysis of traditional slab and bubble deck slab.
View ArticleApplicability of different yield strength tubular sections during designing...
I am an MBA intern working on a project with Tata Tubes. Tata Tubes has a brand Tata Structura, under which it launched YST 355 'Rectangular/Square/Circular Sections manufactured with minimum yield...
View ArticleSection Input Issue -- Pre Engineered Steel Buildings in STAADPro V8i
Dear All,I hope everyone is fine and doing good.I have been using STAADPro V8i for the structural analysis and design of Pre Engineered Steel Buildings.I issue that I face the most is in STAADPro V8i...
View Articlecompression forces in tension diagonals
Dear all,i am using tension diagonal command in staad for designing the structurein eurocode.but when i check the axial forces FX in the postprocessing it...
View ArticleWhy staad is not capable to calculate thickness wise weight for built up...
Dear Staad Technical Team,Why staad is not capable to calculate thickness wise weight for built up sections ? although it is always required for material demand.Regards,Adnan.
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