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RE: Member Plate unique coloring based on user requirements
You can right click on the GUI and follow the instructions as shown below.
View ArticleMember Plate unique coloring based on user requirements
In most of the software there is option for unique coloring to the beams/plates based on the user requirements, kindly advice if it is possible in staad, if not possible please consider this mail as...
View ArticleRE: 10 m cantilever canopy
For the definition of the parameters please refer the section 2.3.4 of the Technical Reference Manual of STAAD.Pro for the AISC Code. The terms and default values are explained there in detail.
View Article10 m cantilever canopy
i have a canopy which has 9.6m cantilever beams. the design is safe but i am concerned about 9.6m cantilever for deflection and safety. kindly review the model and adviseSTAAD SPACE DXF IMPORT OF 3D-CC...
View ArticleRE: Bug in Staad Foundation Version 8
We do not have facility to give separate density for dry and wet soil. Your requirement has been forwarded as an enhancement in the software.
View ArticleBug in Staad Foundation Version 8
HiThere is a bug in the isolated footing design of staad foundation version 8. When water table is considered the program considers the density of soil as 18 KN per *** which is incorrect. Refer...
View ArticleRE: There is an error named "copy protection device/system does not support...
I guess maybe my current license cannot support advanced analysis... I don't know if this is true.
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There is an error named "copy protection device/system does not support...
Dear colleagues,Such error occurs when I implement steady state analysis. Â I referred to other posts in the forum, and found the license configuration check is the root cause. Â I did it , but it still...
View ArticleRE: RAM Frame
The Elastic Modulus for concrete is calculated based on ACI 318-11 using the unit weight of concrete and the concrete strength only. If you expect cracking to occur with the reinforcement selected for...
View ArticleRE: Ram Concept Connect V6.0 Running Slow With Ram Structural Link
Have you have tried this on more than one computer? If all computers are affected the same way that leads me down one path, but if it's machine-specific that indicates something else. The fact that...
View ArticleRAM Frame
I am working on concrete shear wall design using RAM Frame and RAM Concrete. I analyze the lateral system in RAM Frame and then I bounce to RAM Concrete - Shear Wall Designer to work on the shear wall...
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RE: Material table with 0 density in report
Here is the print out of the report. File is Advanced Post Processor training file.
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RE: Material table with 0 density in report
Staad version is STAAD.Pro V8i (SELECTseries 5 ) 20.07.10.64And for some reason my screen shoot is not posting,
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Material table with 0 density in report
I noticed that in the Report in Material table density is reported as 0. Staad Editor has the value for density provided. Why is that?Magdalena
View ArticleRE: Patch Load on Plate Element
Thanks for the reply. When I mesh the plate, then I can't use patch load as I have used in my model. I have therefore created 5 plates, one square plate in the middle to so that I can apply floor load...
View ArticlePatch Load on Plate Element
Hi, I am trying to use plate elements to design a suspended concrete floor to support two 6000ltr tanks. I have modelled patch load to represent the tank load. I am trying to find out maximum moment in...
View ArticleRE: Ram Concept Connect V6.0 Running Slow With Ram Structural Link
Thanks for the files and details that you sent separately Kyle.As you noted, the model that is linked to RAM SS includes lateral loads and they of the Lateral SE type. I can reproduce slow performance...
View ArticleRam Concept Connect V6.0 Running Slow With Ram Structural Link
After our office updated Ram Concept to the Connect V6.0 edition the program has been running very slow with any model that is either linked or severed from the Ram Structural model. Initially we...
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