RE: How to analyze a FDN with ribbed beams in one direction and grade beams...
When the footings are modeled using separate boundaries, results for one boundary will be visible at a time but you should still be able to analyze/design each boundary and also view the results for...
View ArticleRE: How to analyze a FDN with ribbed beams in one direction and grade beams...
I've already uploaded the SFA File....
View ArticleHow to analyze a FDN with ribbed beams in one direction and grade beams in...
Hello everyone,I'm trying to analyze a FDN (combined footings with ribbed beams in longitudinal direction and jointed with grade beams to another combined FDN.Is there a way to analyze this kind of...
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RE: Problems Downloading RAM Structural System
Hi! I'm trying to download v14.07.01, the .exe file is 176,834 KB, and I'm using Windows 7. I've also checked the temp folder, but none of the files are there. This is the screen I get for a couple of...
View ArticleRE: Problems Downloading RAM Structural System
The main installation program that starts immediately after the extraction process uses some scripting, specifically VBScript, an older scripting technology that is sometimes broken or disabled on...
View ArticleProblems Downloading RAM Structural System
Hi, I've been trying to download RAM Structural but can't get it to install. I'm able to download the .exe file, but once I tried to run the file, the setup window appears for a second then disappears....
View ArticleRE: Mstower drag force coefficient for square plan towers with circular members
If the difference you are concerned about is the difference between 2.25 and 2.3? I can see that this could easily happen with the interpolation method used. AS 3995 and AS 1170.2 used to have the same...
View ArticleRE: Mstower drag force coefficient for square plan towers with circular members
Hi Seth,I am running Mstower version 6.20.1.11Would it be likely that when running AS1170 that the program interpolated Cd between the face and corner wind?I have uploaded some of my files to the...
View ArticleMstower drag force coefficient for square plan towers with circular members
I have tried to manually compare the drag coefficient results on a bare tower for square plan towers with circular members. I have solidity of front face between 0.1 to 0.3When I use the code AS3995...
View ArticleRE: Seismic analysis
sir, Thank you for ur timely reply. Now i corrected the model.. Now results show plates are connected to the super structure but still one doudt it seems the center node of plate is not connected.Also...
View ArticleRE: suspension bridge
STAAD.Pro is capable of analyzing cable suspension bridges. You can even use non-linear cable analysis.
View Articlesuspension bridge
is it possible to analyse a suspension bridge in staad pro.?if we can,how can i analyse "PUNALUR SUSPENSION BRIDGE", location -kerala,india
View ArticleRE: plate girder design -AISC-360-05/10
A modified file with the cable analysis ( advanced ) command is attached. You will need to have license for advanced analysis engine to be able to run the advanced cable analysis.You also need to...
View Articleplate girder design -AISC-360-05/10
Hi everyone ! I am designing an aircraft hangar 50m (span) *30 m , i can't limit the node displacement with an economical design using the AISC ASD because the plate girder design is not...
View ArticleRE: it is possible to model a simple beam with steel fiber content? what...
You can model the fiber member inside a beam element To model them ideally, you can use solid modelling feature. Although it is very difficult to model them in Staad considering the sold meshing but...
View ArticleRE: STAAD Foundation Advanced-Plant Foundation Mode
Pesestal dowel calculation is done by the program as per PIP guideline or pedestal reinf calculation with axial and bending (whichever is higher)
View ArticleSTAAD Foundation Advanced-Plant Foundation Mode
In the vertical vessel plant foundation mode there is a "pedestal dowel calculation" contained in the design output. How is this calculation performed? I see no location for input in the Data Input...
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RE: Seismic analysis
A quick checking on the model reveals that you have multiple structures in the model. You can go to Tools> Check Multiple structures to identify the disjointed parts of the model. Please refer to...
View ArticleRE: it is possible to model a simple beam with steel fiber content? what...
I don't think that would do much. The linear portion of the response for a fiber reinforced section is pretty much the same as that of a conventionally reinforced section. The residual capacity that...
View ArticleError mesage
Error mesage "Access violation at address 00408670 in module "RAMElements.exe". Read of address ADC09803", what that means? It is happening when ask for concrete design report output.
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