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  • Concrete Compressive Strength

    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…

  • Response Spectrum Analysis & Design Forces Problem for Shear Wall Design in RCDC

    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…

  • Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    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…

  • Difference between STAAD Pro. and Manual Calculation for Concrete column design

    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.…

  • WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FORMEMBER

    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…

  • ZERO STIFFNESS PROBLEM

    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…

  • STAAD Advanced Concrete design: text schedule font problem

    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!!!

  • RCDC Design Calculation Print

    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…

  • Style Manager Settings in RCDC

    RCDC is equipped with drawing generation capability and it is hugely appreciated by different design house. For every organization, there are some drawing standards which they want to follow in every project. The settings like font style, color, text…

  • Design of Solid slab (Conventional slabs)

    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…

  • Dummy beam

    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?

  • Advanced Concrete Design is now Included with STAAD.Pro License

    Applies To Product(s): STAAD.Pro Version(s): 22.03.00.028 and higher Environment: ALL Area: Licensing Subarea: N/A Original Author: Bentley Technical Support Group …

  • RCDC Detailing Failure

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

  • STAAD.Pro Concrete Desing

    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…

  • SIG Series on "Modelling, Analysis and Design of Concrete Buildings"

    SIG Series on "Modelling, Analysis and Design of Concrete Buildings" Join us at the Modelling, Analysis and Design of Concrete Buildings: SIG Series where you learn to use proper modeling techniques of structural elements, Modelling and Advanced Analysis…

  • Bentley Engineering so many modules, different interfaces

    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…

  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m

  • How to Model complex Concrete building projects ?

    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?

    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.

  • How can we consider Secondary beam moment behavior while rebar detailing without intermediate supports but connected between many primary beams

    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…

  • STAAD Webinar: Have no fear, Steel AND Concrete are here!

    It’s easier than ever before to take your project from analysis and design to automated drawing and documentation. Produce the bill of materials and gain instant insight into various design alternatives for the most cost-effective design. Please join…

  • RC COLUMN DESIGN OUTPUT IN STAAD.Pro CONNECT Edition

    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…

  • RCC COLUMN design As PER IS 456

    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…

  • CONCRETE SLAB DESIGN PROCEDURE

    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…

  • Having trouble receiving shear wall output?

    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
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