RAM SS RAMIS ini file
I have a RAMIS.ini file setting for the Wall Cracked FactorCrackedFactor=0.850This imports in to the RAM Manager Defaults Utility fine, but when I draw a wall in Modeller, it does not track through...
View ArticleRAM Elements: Seismic Analysis
I am from the Philippines and our seismic code is patterned after UBC 97. Unlike in STAAD, there is no option in RAM Elements on what code should be the basis for seismic analysis. Below are some...
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BS 5950 Lateral Torsional Buckling
I have steel structure analysed and check under code BS5950.I noticed that the Mb , Buckling Moment Capacity wont have any changes even I apply the parameter of LZ and LY in the beam elements.See the...
View Articlesteel design
Hi all, I have a query on steel structure design. I am designing a Diesel tank. I don't know how to check it's safe or unsafe. Please help me.regards, Karthika Nair P
View ArticleRegistering openSTAADui.tlb
openstaadui.tlb did not register when I installed STAAD. I have not been able to manually register using either the 32-bit or 64-bit version of regsvr32.exe. Are there any issues with this library...
View ArticleRC design of a school building
hi all, I am designing a school building. While on analysis a warning has been noticed.But I am not able to rectify that. My warning is " ONE OR MORE LINES ARE TOO LONG AND WILL BE SPLIT INTO TWO...
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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 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 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 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 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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There is an error named "copy protection device/system does not support...
Dear colleagues,Such error occurs when I implement steady state analysis. I referred to other posts in the forum, and found the license configuration check is the root cause. I did it , but it still...
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...
View ArticleRam Concept Vibration Analysis
I am working on a hospital project with MRIs and Surgery. The vibration requirements we were given for the MRI is a maximum of 500mips. The slab is 13" thick PT slab on a 28'-0" by 32'-0" bay. The...
View Articlehw load apply as plate load for slab by meshing
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View ArticleStaad foundation Results
HiDoes any one else have the same problem with staad foundation. You run a very large file check your results SAVE the file and exit the program. Then you come back and open the program again and you...
View Articlesteel diesel tank design
Hi all, I am designing a diesel tank. I want to know how can I apply seismic load on the tank and about the design of its foundation. please help me. I am attaching my file also.STAAD SPACESTART JOB...
View ArticleMat Foundation
Dear Brothers/Sisters, If the maximum base pressure on a node point of mat foundation is greater than the maximum allowable safe bearing capacity of soil, and the area of foundation is...
View ArticleChimney plate warping
I have been trying to analyse a chimney using STAAD PRO. I always get an error saying that the members are warped.here is my STAAD editor file. Please help me.STAAD SPACESTART JOB INFORMATIONENGINEER...
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