RE: STAAD Foundation Advanced V8i - Passive Pressure Setting
The reason it is not active is that the option is not available yet.
View ArticleSTAAD Foundation Advanced V8i - Passive Pressure Setting
In the Global Settings Tab, under "Rigid Foundation Settings" there is a button for including "Passive Pressure Setting" to use in the check for sliding for isolated footings. This button seems to be...
View ArticleRE: JOINT WEIGHT
Dear Sir, First of all thank you. But i know how are applied joint load Please tell me how to make change in input file using stadd editor. I am also sending sample input file as under. 13 TO 60 76 77...
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RE: pin released on triangular plate
dear mr. sye,please advice me regarding to release plate...(i kind not so familiar how to use dummy member for transfering...if possible can you give me some sample)i have snap my staad as follows:the...
View Articlepin released on triangular plate
hi, im quite new in mesh plate modelling and i found some difficulties to model pin release.i have wall structure that have 3 side pin support (left, bottom & right) and hydrostatic force came from...
View Articlestadd foundation v8i
Respected sirmy stadd file export to stadd foundation so many load applied in file (eqx,eqz,dead,live,foundatoin design,lumping of mass,combination load appliedso i asked question which load applied...
View ArticleRE: Multiple bolt rows on Beam Splice Flange Plate Connections
Seth: Thanks! Designing the connection as a column splice is a good solution for now. The only problem that I see is that the edit page only allows me to specify one value for the gauge distance. So it...
View ArticleMultiple bolt rows on Beam Splice Flange Plate Connections
A few of the beam splice connections that I am currently working on have flanges that are 400mm and 500mm wide. I would like to specify 4 columns of bolts in each flange, but I do not see that there...
View ArticleRE: Orientation of Local Axis of Surface Entity in STAAD.Pro V8i
Dear Sye, Your explanation for the local axes is verified and accepted, but the local MX moment contours not matching local axis orientation as shown in the attached file is still unexplained. The...
View ArticleOrientation of Local Axis of Surface Entity in STAAD.Pro V8i
My query is regarding "surface" entity of STAAD.Pro V8i .The orientation shown through "Labels" tab of Structure Diagrams of "surface" entity is not matching with the orientation of Mx & My...
View ArticleRE: The obtrusive Connect log-in screen - let's get rid of it,please
Oh good. We'll be uninstalling the Connection client first thing tomorrow as well. Thanks.
View ArticleThe obtrusive Connect log-in screen - let's get rid of it,please
I do not wish to use the facilities of Connect; the scope of our operations does not involve multiple engineers in multiple locations, just a small team on one site. I have read about the benefits it...
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RE: Upt file not read on ss6
You have specified the plastic section modulii as 0.0 for all sections in your user table. An example is shown in the figure below.If you assign realistic values, the error can be avoided. We will...
View ArticleUpt file not read on ss6
I trial use upt file, create from old version. I used user table from external file. Input profil ok done, but after running member not checked. I use steel design and my upt file is general section. I...
View ArticleRE: Staad Rcdc
As you know, RCDC is design software used at many stages of the project - schematic, preliminary or final design stages. In case user wishes to change sizes of structural members, RCDC allows that...
View ArticleStaad Rcdc
Rcdc borrows analysis result from staad for design. Ok. But Rcdc has the option to change the sectional properties of columns and beams. The design forces in members in staad are dependent not only on...
View ArticleUse of reference load command when having to move certain machinery at...
Dear Friends,Some years ago I have watched an e -seminar demonstrating the benefit of using “the reference load command” when working on a plant project where you have heavy machinery. It demonstrated...
View ArticleRE: stadd foundation v8i
I the design of foundation, you need to have two types load combinations- Service load combination and ultimate load combination. Service load combination are un-factored load combinations used to...
View ArticleRE: Center of rigidity and Center of mass of floors with staad pro. Important...
The major limitations of Master-slave command from modeling point of view is the following: 1. Master joint needs to be physically present in the model in the form of analytical node, either connected...
View ArticleRE: Design as per Response spectrum results.
I am still waiting for the clarification on the Seismic design command .
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