• 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…
  • 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…
  • 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?
  • 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?
  • 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
  • RE: Deflection Parameter for RCC Beam

    The deflection parameters like DFF, DJ1, DJ2 which are available for steel design are not there for concrete design as most concrete codes require you to provide a member or a slab of a certain depth so that the span/depth is within a certain limit. For…
  • RE: request

    A good place to start would be to go to the Help > Content > Getting Started and Tutorials > Tutorial 2 which would walk you through the steps of modeling concrete frames. Tutorial 3 explains how to model concrete slabs. In addition, there are couple…