RE: Plate Meshing Problem
Dear Member,If you want to mesh with plates, you have to calculate the mesh element very carefully so, that no connectivity issue arise.Although modelling with parametric mesh would give you the best...
View ArticleRE: staad foundation mat design
Hello, I am not sure why you are getting these results. It would be more helpful if you upload your model. But if I have to design a simple mat foundation with just self weight and some uniformly...
View ArticleRE: Plate Meshing Problem
Thanks for your reply..... But Can't open this file.. whenever I try to open it, STAAD.pro encounters a problem and exits. Not only this file. STAAD encounters problem while opening any files having...
View ArticleRE: STAAD v8i6 to Tekla 2016 Export
Do you have approximate time when it will be released?
View ArticleRE: staad foundation mat design
Hi, in response to your query I will upload the foundation file as well as the staad pro file, so you could have a better understanding of the situation. I actually wish to design a mat footing for a...
View ArticleRE: Plate Meshing Problem
Dear Pravas, I suggest you to update to the latest version 20.07.11.70, I am using the same and it is working fine here.
View ArticleRE: How do I select master Node?
Dear Provas, It will be more helpful if you explain in your post as for what purpose you wish to assign Master Slave Command. Master Node selection depends on kind of rigidity you want to create...
View ArticleRE: How do I select master Node?
Hi Provas,There is no such restrictions for Master node location. According to your requirement you can specialize a node as Master node.But, you need to maintain the following points while assigning...
View ArticleHow do I select master Node?
Hello, I'm new to staad.pro. I'm confused about selecting the master node to define master slave command.Is the master node always should be in center ? Or does it matter which node is selected as...
View ArticleSRS Analysis and Results
HiI have undertaken a a SRS Analysis and I was hoping to be able to extract a peak acceleration of particular node.I can get mode shape and displacement of the node from the standard results, so do i...
View Articlep - delta
Hello ,Does P- delta analysis in staad pro addresses only moments due to secondary effects in members due to drift and member deflection(resulting from seismic weights) or it includes primary moments...
View ArticleRE: SP3D - STAAD - SP3D model transfer
The transfer of model was successful after contacting Intergraph, thank you for the guidance. But now I am stuck at another place.1) While I transfer model again from SP3D to STAAD, i.e. while I update...
View ArticleSP3D - STAAD - SP3D model transfer
Hi,I have successfully transferred SP3D model to STAAD using CIS/2 transfer.Now how do I transfer back STAAD model to SP3D?Thank you.
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RE: staad foundation mat design
I have analysed the model. I have created an ultimate load combination with DL+LL. You need to analyse the model. After analysis, go for moment envelop generation and slab design. You can see “Punching...
View ArticleRE: RAM Connection Capabilities
I'd like to second Scott's request for this capability. This is a connection I get a lot doing delegated connection design, and it is frustrating to have specialty connection design software that...
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RAM Connection Capabilities
Is there a way to use RAM Connection to design a connection that has a continuous beam running over top of a column with x-braces coming into both sides of the column (see below)? I see options for...
View ArticleRE: staad foundation mat design
Hi, When I tried to reanalyze my model, but it would not work, even after I re-meshed the model and added the ultimate load combination as you suggested. Therefore I exported the original staad pro...
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RE: staad foundation mat design
You can open sfa file. From the main navigator go to Job Setup, select all the load cases and bring it to bottom window and edit the job.
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RE: staad foundation mat design
Please refer to the following "Punching Shear Check" result.
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RE: Ram Elements Uniform Member Load Offset from Center of a Beam
For single angles, the steel design parameter LPA can be used to account to eccentricity of applied distributed loads. See information from the Help Context explaining this parameter:This option only...
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