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I am trying to design a concrete framed structure using 2500 psi concrete compressive strength. I have changed the material definition and the design parameter. ...but I receive the following warning in the output... The design…

I am designing a structure in which I have applied the various loads but when I do analysis the it shows Pu which is very much less than I calculated I think it is not considering the loads due to slabs (plate mesh) for comparison see the RCDC calculations…

Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…

Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?

I had a hard time , I hope there is q quick way to call a beam Composite or Non Composite with Plate Elements as Concrete Slab.

I model the wall in staad pro. & want to design the member manual, how to obtain shear force & bending moment from model

Dear Communities, Greetings! Find the attached updated model with a wide plate beam at a particular location (WPB 700x300x300.1 ). Also find the updated list of the section used in the model for your reference. Note:- Please ignore the utilization…

Dear Forum. I'd like to check if is possible to design in STAAD a concrete Tank with inclined slab at the base, please refer to the image below for reference. I also have not much experience in mesh modeling, can you please recommend links and…

Hello, I am having trouble while trying to change the diameter of the concrete pile links that appear by default after running the RCDC program. As seen in the image below, for the given stresses, the program suggests that I use # 19 with a spacing of…

I'm designing a concrete slab in STAAD. AT the end of the file, I have the following and would like to define the cover as 2.6": START CONCRETE DESIGN CODE ACI 2011 UNIT INCHES KIP FYMAIN 60 ALL FC 4.5 ALL DESIGN ELEMENT ALL CLB 2.6 ALL CLT 2.6 ALL…

Good day, people! I just wanted to ask re: printing of text schedule in STAAD RCDC. When I print the text schedule, I can't read the reinforcement details because they're all in symbols. How do I fix this? Thank you in advance!!!

Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…

How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?

Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?

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 have an assignment to submit and it about modeling gravity dam and analysis, how to get mesh sensitivity analysis, and how to obtain the contours of compressive, tensile, and shear stresses as well as displacements. Adopt a suitable elastic-linear constitutive…

How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…

How do I change Mton/Cm to Kn/m

What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?

Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…

I have modeled concrete shear walls as a surface element and STAAD output file writes that they are designed but don't show anywhere (see picture)? How do I get the results to show? 10.25 One Bigelow with shear walls (2).std

STAAD Special Interest Group: Designing Concrete Structures Using the STAAD Advanced Concrete Design Workflow (RCDC) Host: Sabrina Tedeschi, Senior Content Engineer, Bentley Systems, Inc. 17 October 2019 01:00 P.M. EDT Register Now Staying…

Hello. Why does the "Provided Spacing" at mid section does not matched the "SPrv"? And why does the governing "Provided Spacing" from left and right supports is 100mm? As per ACI ther's no minimum spacing that is 100mm. Correct me if I'm wrong here…

I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…