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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…

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

Hello Everyone Please share with me the tutorials about a combined footings

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!!!

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…

Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1

How do I change Mton/Cm to Kn/m

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…

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…

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Hi, I am using STAAD.Pro CONNECT Edition V22. The concrete structure was original modelled in revit 2018 and transferred to Staad through ISM. When the solver is run, I receive a error message ' ***ERROR*** WRONG STRENGTH PARAMETER PROVIDED'. Attached…

First of all, I would like to let you know the objective of the subject is not pipe stress analysis result (as in other pipeline/piping software). I would like to ask for structural analysis related to pipe (pipeline) located in boxculvert. I need an…

Hi, I'd like to point the following Issue with the RC. Staad Designer. I'm designing a basic double frame structure The column design checks using ACI-318M is ok But when it comes to check the beams there's this red warning color on the model…

Hello everyone, I´m designing a small concrete storage but I have an issue with the concrete strength I created a new material in order to assign a strength parameter of 250 kg/cm2, however when i double-click one of the elements it shows that the design…

I am working of a factory building, area of (119578*46422) sq.mm . Its holding Live Load of 130 psf . Columns 20 Nos. in long & 8 Nos.in short direction Dead Load is of Main wall(0.8353 ksf)+Partition wall(0.363 ksf)+Floor Finish(0.03 ksf)+Self…

In the latest STAAD connect edition, why does the concrete design tab not show up in the properties of any selected beam although I have assigned concrete design command? It's easier to see the number and sizes of bars required rather than reading the…

Dear Abhishek sir, Please check attached Snap-11 & Refer staad model. I was getting error while checking concrete design in beam(Beam 1697,1699,1701 &1730) . please check & suggest s BLOCK(18-04-18).STD uitable solution.

Hi, 1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ?? 3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…

Hi In my STAAD.Pro output result the volume of concrete and steel is not there. Please help me. Thanku