RAM Concept - Bending Moment Output Query
I was just wondering what causes the different bending moment outputs in RAM Concept as per the two images below taken from two different suspended slab designs.
Why in the top image does the orientation of the outputs change?
Thanks for the help…
Does Staad Foundation check the stability in Mat Foundation Design?
I created a mat foundation in Staad.Foundation Advanced, when I printed out the calculation sheet, I couldn't find the stability check.
I am wondering if the Staad Foundation checks the stability for mat foundations?
Thank you for any information…
Design of composite (Steel beam+deck slab) as per AISC, BS & Eurocode
Dear bentley & friends,
I had modeled the floor beams as composite and gave design parameter for Eurocode but design not performed and I had changed the code to BS and AISC, in this two codes composite design is done but not in eurocode. Why?
How…
AutoPIPE V8i Bugs?
Good morning
I have been using V8i for about a month now and have come across a few bugs that have proved to be very annoying and I am curious if other users have experienced similar problems. Here is a short list of some of the things I have noticed…
State-of-the-art technology in Structural Designing
Hello to All Engineers and Reseachers!
I am CEO and Founder Siarhei Arlou of Software Development little company.
I am just would like to say that now is TIME FOR TECHNOLOGY REVOLUTION simply.
It means that now we can have not only…
Combatibilty Issues between STAAD PRO V8i SELECT SERIES 4 and STAAD OFFSHORE.
dear friends,
we are facing big combatibilty issues between STAAD PRO & STAAD OFFSHORE. some of the use facilities available in staad pro is not at all regonized by STAAD OFFSHORE. Because of this combatibility issues we are facing lots of problem…
Elemental stiffness matrix
Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…
Moving Load Generation
Hi,
I am using STAAD to model wheel loads for the first time and having a little bit of trouble. My model has W8x28 spaced at 5' on center and has L3x3x3/8 diagonals between them. Two W24s supports the W8x28s. The W8x28 support grating which the vehicle…
Please Check the defects in Staad design and Give a solution
Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not…
Re: section database property developed in STAADPRO is not recognized in STAAD Offshore
Hai Sye
Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…
Re: How to change units in Autopipe
You may create a simple script to automate this task.
Simply copy&paste the following lines to notepad and save it as a .BAT file. Then just run it.
@ECHO OFF
CD C:\Bentley\AutoPIPE V8i SELECTseries3
REN autopipe.unt autopipe.unt.bak
COPY…
Parametric meshing - junction of two boundaries of the two model meshing
Hi all
in the attached model, it has been split into several boundaries within a outer boundary (this was done as the depth is different for each boundary.
while using Parametric mesh and creating the adjacent boundary mesh, it was found that…
Staad Foundation Advance
I think staad foundation advance still needs to be improved. Here are some suggestions. 1- When we import load cases and combinations from staad, we have to change description of every load and load cases by selection each one by one (i.e it is primary…
Importing Models From Staad to Structural Modeler
When importing Staad models the steel shapes are split into multiple pieces due to the fact of other members being analytically attached to them.
Why is this and how can I fix this?
converting slabs to feature solid
How can I convert a design what is created in structural to a design that contains feature solids or solids.
Purpose is that I can modified this converted design in microstation XM
Risa to Staad
Our company recently went from Risa to STAAD, is there any way to import a RISA 3D file into STAAD other than the DXF feature? The dxf only imports the geometry and I would like to get the properties. I know you can go the other way, from STAAD to Risa…