RE: Bug in Staad Foundation Version 8
Version 6 was better. Instead of doing this, it would just ignore the soil above the footing. This would give atleast a conservative solution rather than an un conservative one. Food for thought???
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RE: Material table with 0 density in report
Please check if you have the write permission in the file StaadPro20.07.10.ini(For SELECTseries 5) OR StaadPro20.07.11 (For SELECTseries 6) located C:\ProgramData\Bentley\Engineering\STAAD.Pro V8i SS5...
View ArticleRE: Patch Load on Plate Element
Either you can opt for (a) an un-equal quadrilateral meshing of each slab so that you can apply pressure load on the entire area of the selected elements, OR (b) an equal quadrilateral meshing of each...
View ArticleRE: Patch Load on Plate Element
The best way is to use the PARAMETRIC MODELLING feature where you can first create the the control zone. Now after the mesh has been generated by clicking on the MERGE MESH, the selected patch zone...
View ArticleRE: Ram Concept Vibration Analysis
Mike, please use the Secure File Upload at the bottom of the page to share your model file with us and then post back here to let us know that it was uploaded. We will review the model and vibration...
View ArticleRE: Ram Concept Vibration Analysis
Regarding the other points in your posts ...The vibration analysis in RAM Concept is based on the methods documented in the reference below:[Willford, M.R. and Young, P., “A Design Guide for Footfall...
View ArticleRE: Ram Concept Vibration Analysis
Karl: I uploaded my model. It is a huge floor plate. It is heavily reinforced. The slab was designed for strength using only mild rebar. We used the PT for deflection control. It is bonded PT....
View ArticleRE: Ram Concept Vibration Analysis
There is a 12.1 ft slab cantilever on the south side of the floor and the large RMS Velocity values are concentrated at the end of the cantilever. The values in the other bays are much lower. Higher...
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 ArticleRE: hw load apply as plate load for slab by meshing
Your file had a series of seismic weights defined as floor weights but apparently there were no floor groups defined by these names. So these were taken out. For demonstration purpose, I have added a...
View Articlehw load apply as plate load for slab by meshing
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View ArticleRE: hw can we create and design shear wall
Shear walls can be modeled using surface elements. You can use the top menu option Geometry > Add Surface to define surface elements. Properties for surfaces can be assigned through General >...
View Articlehw can we create and design shear wall
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View ArticleRE: There is an error named "copy protection device/system does not support...
From the screenshot you attached, it seems like you already have the license for Advanced Analysis Engine active. That is all that is required to run the steady state analysis. For some reason, the...
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 ArticleRE: steel design
Karthika, I assume the diesel tank has frame members as well as plate elements. If the frame members are made of steel sections, you can design them to various codes such as IS800-2007, AISC 360, EC3,...
View ArticleRE: steel design
thank u sir.. I have one more doubt. How can I provide seismic load on the plate element. I am attaching my staad file also. Please help me. STAAD SPACE START JOB INFORMATION ENGINEER DATE 15-Apr-16...
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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