Does anybody tell me in staad update 12 I m going to assign a circular section but after design when I double click on the section than it is showing a rectangular shape why?????

Dear Sir Good day. I'm a new user of RAM Element, I have a query as per below :- I do modelling and run analysis using RAM Element, after that directly design pad footing using module tools. From the report and analysis, where should I check whether…

I want to calculate fundamental time period (eigen value method, using command MODAL CALCULATION REQUESTED) of bridge pier in staad pro using lumped mass in long & Trans direction as per IRC 6 & IRC SP 114. I am enclosing the details . I think there…

During design of beam in rcdc,if i put a check of crack width the software will not design and it gives a message written "Cannot find column [StAstTop] but if i dont check for crack width the software works perfectly.Need a help on this problem because…

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

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…