a comparison purpose between an uneconomical design with a good design , By...
For a comparison purpose between an uneconomical design with a good design , By using STAAD i want to inter the concrete design detals for two building incloding section and reinforcemnt and let...
View ArticleRE: Moving loads with load combinations
Here is a model that will combine the moving loads into the load combinations. It is rather impractical on a large scale due to the number of load cases the moving loads generate and the associated...
View ArticleMoving loads with load combinations
Hi,I am wondering if someone could advise me as to how to combine the moving loads with other loads in the analysis.I have a beam with moving loads. the other loads being self weight and a UDL of...
View ArticleRE: Load Combinations Using Moving Loads
Here is a model that will combine the moving loads into the load combinations. It is rather impractical on a large scale due to the number of load cases the moving loads generate and the associated...
View ArticleLoad Combinations Using Moving Loads
I have run into this problem several times now and have not found a good solution for it yet. I am modling a large structure in which I need to consider several loaded lanes of traffic traveling...
View ArticleRE: Frame Analysis Error
This error occurs when there are two closely spaced finite element nodes along the physical length of the beam. This can occur if two braces connect on the beam and there is a small coordinate issue....
View ArticleFrame Analysis Error
I'm getting a message indicating that I have "a Very Short Member Found (Beam X (Level X))". Program is indicating that the beams are approximately 2 inches long, when they are much longer, 10'+ long....
View ArticleRE: Run tendon in compression of concrete
I gather we are talking about Ram Concept for a Post-tensioned slab designed to EC2. I assume the tendons have been modeled without jacks, so they are under a constant axial force (for details, see...
View ArticleRun tendon in compression of concrete
Hi Support TeanI run tendons in compression of concrete and ductility is failed (neutral axis compression ratio (X/ D) is too high. I want to find X out. I used the compression force of tendon to...
View Articlerafter beams are getting failed.
i am pasting below my staad file, please guide me, why only my rafter beams are getting failed.kindly help.STAAD SPACESTART JOB INFORMATIONENGINEER DATE 15-Jan-16END JOB INFORMATIONINPUT WIDTH 79UNIT...
View ArticleRE: Can OPENSTAAD (VB/Excel) perform Concrete Design. I am able to perform...
Currently, there is no OpenSTAAD function available to add the concrete design command in STAAD file. Only Steel design command and design parameters can be added using OpenSTAAD functions.
View ArticleCan OPENSTAAD (VB/Excel) perform Concrete Design. I am able to perform...
Can OPENSTAAD (VB/Excel) perform Concrete Design. I am able to perform analysis but not concrete design
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RE: staad foundation advanced 8.0 - i can not enter the bearing capacity (see...
I am unable to duplicate the problem in my machine. The SFA screen looks like the following and I am able to provide the soil bearing capacity.Can you mention whether the problem occurred for a...
View ArticleRE: staad foundation advanced 8.0 - i can not enter the bearing capacity (see...
the problem occurred for each model
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RE: hi, I have done spectra analysis and get member forces by macro in excel....
The screenshot presented by Suro shows that forces FX, FY, and FZ match the result from post-processing but for Moment MX, MY and MZ are not.
View Articlehi, I have done spectra analysis and get member forces by macro in excel....
dear sir,I have done spectra analysis and get member forces by macro in excel. seismic load cases are not matching with staad table (beam forces detail) but wihtout seismic case forces are matched,...
View ArticleRAM SS Joist Load Variation
I'm receiving a design warning on a number of my joists: "Joist # on Roof: Type ahs changed since it was saved. User Size will be cleared."I suspect that the loads on the particular joists that this...
View ArticleRE: Design
You need to mesh the slab in such a way that the load application point of that concentrated load coincides with an internal node of the meshing. Define the proper support condition to create the...
View ArticleDesign
Can any one know how to do anylysis of a reinforced concrete slab of 16mx10mx500mm with 20ton of concentrated load?
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