**ERROR** ELASTIC MODULUS (E) NOT ENTERED FOR MEMBER/ELEMENT/SOLID NO. Hi im...
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View ArticleHow to input overstrengh factor(Ω₀) also how to determine Qe for load...
Basic Combination for Strength design with seismic load (ASCE-7-2005)(1.2+0.2Sds) D+Ω₀Qe+L+0.2S(0.9-.2Sds) D+ Ω₀Qe+1.6H
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Help with Custom Response Spectrum
Good day,I'm new to STAAD.Pro and I've been practicing the most basic commands, but when I tried to add seismic definitions, I realize there are not seismic parameters from my country (Peru-E030). I...
View ArticleSupport end reactions
Have a design roof model in staad pro having problem to find support end reactions in local cordinate system.plse help me out
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Query regarding slenderness calculation for angle section (CAN CSA-16 and...
When I design an angle section for compression (refer code pasted at the end), the slenderness for angle section (from STAAD design) is shown as 208.3173 (STAAD Version 22.00.00.15). (refer first snap...
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Instability at Horizontal Brace
I have a Ram Elements file wherein I am modeling a PEMB to obtain preliminary reactions. The building consists of 4 distinct buildings with a low flat roof and three higher roofs with monoslope roofs....
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Specifications for Steel deck modelling
Good day,I've checked these points in STAAD.Pro Help and Bentley Communities:TR.20.7 Composite Decks (bentley.com)Composite Deck dialog (bentley.com)M. To create a new composite deck from perimeter...
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ISM export from RAM Structural System
Hello,I'm trying to export my RAM model to an ISM for ProStructures but when I do so then at 8% every time I've tried this with various settings I'm getting these errors. I don't know how to resolve...
View ArticleOpenSTAAD | OSPropertyUI::CreateMemberPartialReleaseSpec - Create Member...
I'm using STAAD.Pro Script Editor and OpenSTAAD to generate a structural model. My model uses the partial release function for start and end releases (OSPropertyUI::CreateMemberPartialReleaseSpec). The...
View ArticleArea distributed loads dont synchronize in ism file
I want to export my RAM Element structure into an ism file but when I do that, the area distributed loads that I generate by decks (green color) in the building facade do not synchronize, the only...
View Articlemodulus of elasticity
what formula STAAD does use to calculate the value of "E" for indian code.I have applied two types of grade of concrete(M25 & M30) for a model and it is showing E= 2.175*10^7
View Articleconnect series deffernt version having deffrent out put in steel design ?
Dear sirWe are using STAAD version Connect 22.04.00.40 and peer using STAAD version Connect 22.00.00.00 is it possible to have different version having different output in steel design ?
View ArticleWhy does plate meshing dislocates along y axis in staad?
I created plates in a model and when I tried quadrilateral meshing , the meshing dislocates by 0.5m along y axis even when y coordinates are entered as 0. And some times the quadrilateral meshing acts...
View ArticleWhy does raft design gives almost same reinforcement for different loadings?
I designed a raft in staad pro as plate mat but design of raft shows almost same reinforcement for all nodes . Even when loading is increased, a very nominal increase in reinforcement is seen why.And...
View Articleneed RCDC FE Connect Edition V4 external link
hello allI have student version account, i downloaded most of bentley software except RCDC FE V 4(latest version),so anyone help me to get this software please,provide me external link,i am thankful...
View ArticleRam Structural System Massive Lateral Deflections
I'm struggling to pin-point the cause of the large lateral deflections in my model. This is the first model I've exported from Revit using ISM, so perhaps that is causing issues. I've tried turning...
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Maximum Capacity of section analysis in RAM Concept(Tensile Stress limit)
Dear all,May I ask why for EC2/BS8110/TR-43, the max capacity of section(tensile stress limit) is shown to be zero at supports in the plot?Above is a snippet from RAM Concept Manual.It does check for...
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Ram Concept TR43 EC2 tensile limit for frequent service load combination
May I know why for Frequent service load combination, tensile stress is checked using Table 5? From my understanding, Table 4 should be used when strip is full panel width and Table 5 is used when...
View ArticleERROR: NO REFERENCE LOAD CASE OF TYPE MASS/GRAVITY/DEAD/LIVE IS DEFINED FOR...
communities.bentley.com/.../RCD.STDHello, i have the same problem too, I do many times based on the instruction given but i cant get it too. Please help me to fix it and attached is my file for your...
View ArticleI have an error in my analysis program that reads. *** ERROR *** ABOVE...
communities.bentley.com/.../46334.Structure1.STDShowing error as above command is not recognized.line ignored. After analysis program.
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