I am inuring on the basis on which the software Staad Pro considered when calculating the "Optimization Ratio" or "Unity Check". Does the Optimization Ration relate to the Yield Strength of the material or the stresses (Normal, Shear), Bending Moment…

Actually i want to assign haunch properties near ridge and eave portion. How to assign haunch portion? Pls give ideas about that

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

Dear Sir, We have been trying to select multiple beam numbers in STAAD.Pro using OpenSTAAD functions. And the .NET code is as follows, From the above picture we can see that, list of beam numbers are loaded into one dimensional array. And the…

How to find out the multi gable roof wind load calculation?

Hello, I am looking for analysis result file out extraction from staad through VBA. Utility check extraction is my first priority.

A W14 x 53 section is encased in an 18 in x 22 in concrete section. The composite column is 15 ft in length. In addition to the steel hot-rolled section, 4 #9 bars are placed as shown across the column cross-section. Determine the design strength, ϕP…

if i dont have an organization. or a member of a community .. how can i have the opportunity to have my license?

how can i avail a license of staad and advance design rcdc? how much it cost? how long can this last?

Can anyone explain is pressure load is considered in STAAD.Pro for seismic load analysis???? Because some of my colleagues said that pressure load is not considered in STAAD.Pro for seismic load analysis. But I couldn't understand is it actually correct…

This needs to be mentioned. My manager has told me to ask if these issues of downloading new versions is worth the money my company pays for this product. I have been using STAAD now for 12 years but the new programs that Bentley is trying to attach and…

How can we restrict the deflection of beam in RCC design, Just as we can limit the deflection in steel design by giving parameter DFF ???

Dear Bentley Support Team, I recently raised an issue related to Design error in the RCDC program. The program erroneously calculates the reinforcements for the columns under bi-axial bending and reports lower reinforcements than what is actually expected…

Hi I am getting this error Design Code is not activated followed by Command can NOT be placed after Select command

It there a way to create a true section with Dynamic Views? Similar to a Civil profile where the length of your section line in the same length as the Section view. Instead of looking in one direction the view always looks the direction of the section…

On staadpro latest version series6;After run sesmic load file all sesmic load result given zero in input file.please help me for solve it

Is there scheduled conferences on Bentley Rebar for 2016? Is there a place to exchange emails with Bentley Rebar professionals? We are considering this or a similar software for our company but was hoping for additional information. Thanks in advance…

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…

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…

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…

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…

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

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…

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…

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…