RE: Simple Steel Lifting Frame Analysis. Please Help!
Thank you for the help so far Madhan. The file is running without warnings/errors now but I do have a few questions. When I run the analysis in Staad, it is showing that there is almost no axial force...
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Simple Steel Lifting Frame Analysis. Please Help!
Hi there,I am trying to model what would appear to be a simple steel lifting frame with 1 bracing member. I have so far created a model but I am getting quite a few warnings when attempting to analyse...
View ArticleRE: Tilt up Wall and FEM Analysis
I don't have a problem to design something like you describe in v 13.04.00.177. I've attached my test sample.Are you using something older? If my file works, but not yours, please send yours back for...
View ArticleRE: Tilt up Wall and FEM Analysis
In the Advanced analysis options, if you change the Foundation type to Continuous Footing it should work with the simplified analysis, but with the kinds of concentrated loads you have I think FEM...
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Tilt up Wall and FEM Analysis
I am trying to design my wall with the fixity at ground level pinned, the fixity at foundation level pinned, and the level restraints pinned. These options seem to only be available to me when I choose...
View ArticleRE: Double Nodes in Staad Pro
I think there is some duplicate nodes in your STAAD model. So you can select Tools >> Check Duplicate >> Nodes and click Merge to remove the duplicate nodes from your model.Thank you.
View ArticleRE: regarding support condition for designing underground tank
This would really be governed by how your tank is actually supported. Uniform soil support underneath the bottom slab of the tank is generally modeled using PLATE MAT. All you need to do is specify the...
View Articleregarding support condition for designing underground tank
hellp guys.what type of support condition should i assign for bottom corner nodes of underground tank model?
View ArticleRE: Design of Truss and Structure
There is no need to model the truss separately. You can model the truss on top of the supporting structure. The structure can be modeled as a space frame or a plane frame. Truss specification can be...
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RE: Design of Truss and Structure
What can I do to correct this? I sometimes have this error in my analysis and the solution that I came up was to create a new file and do the process again which takes a lot of my time.Thank you!
View ArticleRE: Design of Truss and Structure
This error typically means that some of the members in your structure may not have a material assigned to it. Go to the menu option Select > By Missing Attributes > Missing Elasticity to see...
View ArticleDesign of Truss and Structure
Hello!I'm a CE student and im trying to design a structure made up of steel.I would like to know what connection do I actually use for the support on trusses, and on STAAD.Pro do I place the truss on...
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RE: Design of Truss and Structure
Thank you again! I did what you said and these was the message I received
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RE: Design of Truss and Structure
When I thought I was correct this error showed help please(Please visit the site to view this file)
View ArticleSTAAD pro design query1) I just randomly designed a building by assuming the...
1) I just randomly designed a building by assuming the dimensions of sections and then analyzing it ; how can i design a real building from starting like professionals.......if some one can help me by...
View ArticleRE: Can someone please tell me what this mean
Probably, in that element you have not assigned any material.You can identify the element where E value has not been assigned by going to Select > By Missing Attributes> Missing Elasticity. You...
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