Ram Elements Uniform Member Load Offset from Center of a Beam
Is there a way to offset a member load from the center of the member such that it causes torsion in the member? A wide brick ledge could apply this type of load.A work-around may be to add a node...
View ArticleRE: SRS Analysis and Results
The maximum acceleration experienced by each node of the structure for each of the 6 degrees of freedom at the node can be saved into a text file. To instruct STAAD.Pro to create this file, add the...
View ArticleRE: staad foundation mat design
thank you, I have run the model and I am getting similar results.
View ArticleRE: SRS Analysis and Results
Thanks Dansju Are the results always X1=X X2=Y X3=Z directions etc or is X1 = to the diectiion of the primary input. i.e if my load case was a spectra applied in the Z direction X1 would be = Z Many...
View ArticleRE: SRS Analysis and Results
X1=X X2=Y X3=Z irrespective of the direction in which the spectrum loading is applied.
View ArticleRE: Staad US Std Design Code
Just ran into this post and noted that this was not answered. You will need to buy the license for the Indian code if you have purchased STAAD.Pro with the US Standard Design Code license.
View ArticleStaad US Std Design Code
I have concern regarding Staad US Design Code, we had 1 license for Staad US Design Code and 2 licenses for StaadPro (see below screenshot). Do we need to buy new license for Staad US Design Code, for...
View ArticleRE: Design of pile in STAAD Foundation Advanced per Indian Code
Machine foundation does a vibration analysis on the foundation only and does not design piers. The Drilled/Driven Pier option that is available within the Plant Foundation mode is only implemented for...
View ArticleRE: No changes in ratio
Dear Mr. sye, As you said i changed the support, and removed both taper 0 all & main 0 all. But still the member ratio is not changing. Even though im agree that the structure is not safe and...
View ArticleRE: Verify my design.
Dear Mr. sye, 1.Can you please send one substructure file which carry any kind of silo or tank. So i can use that as reference. 2. Is it allowed to divide the total silo load into 4 equal load acting...
View ArticleVerify my design.
Dear sir, I designed one structure for placing the silo over this, The total weight (include material inside) of each silo is 1280KN and each silo having 4 bracket. So i just divide 1280 by 4 = 320...
View ArticleRE: Design of pile in STAAD Foundation Advanced per Indian Code
Thank you sir, Although I want to report that the CONNECT edition of STAAD Foundation Advanced is not working well. It is crashing even with simple designs. I've gone through some of the post and tried...
View ArticleDesign of pile in STAAD Foundation Advanced per Indian Code
Dear All,Is it possible to design piles in STAAD Foundation Advanced (Machine Foundation Mode) according to IS codes. If not then when it will be available or is it okay to design piles from the...
View ArticleImporting .DFX file to Mcrostran
When I imported an .dfx file into Microstran, the dimension was changed. How do I fix that?
View Article**NOTE - NEAR INSTABILITY AT JOINT 49 DIRECTION = FX
Hello,Can you help me regarding unstable joints due to modeling of purlin to structure.I tried to use master slave command inorder to link the purlin to the rafter but resulted to unstable joints as...
View ArticleRE: Importing .DFX file to Microstran
There is a conversion factor you can use on import. The following comes from the program help. Factor A coordinate conversion factor – the multiplication factor to be applied to drawing coordinates to...
View ArticleRE: staad foundations advanced
That's a good idea. Email: steve@originstructures.co.uk & +447932694032. I'm around all tomorrow.
View ArticleRE: staad foundations advanced
Ok thanks Steve. I will have an analyst contact you tomorrow to take a look at the issue.
View Articlestaad foundations advanced
Has anyone had problems with Staad Foundation advanced crashing continuously? I have a simple building which needs just a series of combined footings, imported from a Staad model but it just crashes...
View ArticleRE: How to define the fundamental period parameter, x, for different seismic...
You are correct. Only one value for Ct and x can be specified. So if you have different systems for the two directions, going with the one which would generate a higher base shear or in other words...
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