Hi everyone, I have faced a problem importing analysis forces from Staad Pro to RCDC for a shear wall example. I have performed seismic analysis by using the response spectrum method for a box-shaped and cantilever shear wall in StaadPro. I can determine…

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…

I design a very simple column to verify the concrete column design using ACI-08. Column Size : 250 mm x 250 mm Bar arrangement : 4-D20, (D12 @ 250 mm for tie) However, P-bal and M-bal in Analysis output are not same with manual calculation.…

Dear team, I am getting an error, for that I am attaching the model Steel Bldg.std please check & let me know how I can resolved this issue. And what are the things I need to keep on when I designs to avoid these types of errors. Kind regards…

Good Morning everyone, I need your help in this model. I modeled a simple concrete frame which acts as a support for a conveyor housing. But there is a warning showing that I have there is a zero stiffness problem. Need your help in this matter…

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…

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?

How to rectify this failure known as 'Detailing failure' in RCDC

Good Morning, I have tried to run an old STAAD model created with V8i licence where I performed concrete slab design according to ACI318 code. Now, with my current version STAAD Pro Connect Edition V22, I don't manage any more. Is it necessary to…

Hi everyone, I just wanted to point out how complicated it has become for me the use of Bentley Engineering softwares regarding the quantity of different solutions for different tasks and for the same tasks. I currently have the Enterprise license…

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?

How Can I change the Horizontal position of biaxial columns from the center to the right side, like the below figure? I'm Using Staad pro connect edition.

Hello, I have few queries related to community hall without internal columns, my attached staad file 1. Main beam is of 17.27m length with size 450X725mm. This continuous beam is shown as passed even though L/d ratio is not meeting however it is satisfying…

Hello, I´m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC Columns, so I went to look up the info in the Analysis…

Hi, I am using STAAD PRO v8i SS6. I have designed RCC frame using IS 456. Pleased find the attached PDF which is the base for the problem i am asking. The column no. 52 have the output stating "SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET…

Good evening, in order to perform design of concrete slab/shell elements, which procedure is better to follow? Considering STAAD Pro options, it is possibile to consider two main ways: 1) SECTION MODELING - DESIGN - CONCRETE (as represeted below…

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

6507.One Bigelow After Rebuild.std

Buenas tardes compañeros, tengo una duda, utilizo staad.pro, para diseño de naves industriales, entrepisos, torres para tanques elevados, al igual que construcciones en concreto armado y todo con su respectiva zapata aislada o combinada, con análisis…

Hello, I have done several steel design in STAAD PRO and this time I moved on to do concrete design using plates. I got shear and moments from the model but how do I say what's the moment at top of concrete and what's at the bottom? Is there a way…

Dear sir, I design a 12 storied R.C.C structure. After analysis the structure the batch mode result and iterative R.C design mode result is vary. please tell me which mood is batter for R.C.C design. How i check the Ductility property of the structure…