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  • non linear Cable analysis

    Hi, Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis what if i keep 0 instead of 1 " REFORM 1 KGEOM 0" Thanks in advance
  • Section Properties Not displaying in Report In Stadd Connect

    Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…
  • The analysis of a stepped column is possible or not?

    PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.
  • 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?
  • RCDC Detailing Failure

    How to rectify this failure known as 'Detailing failure' in RCDC
  • 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?
  • EXCEL VBA FOR PLATE CORNER FORCES

    Hello, I wanted an excel VBA programme by which i can get the plate corner moments/stresses for a particular group of plates. If anyone could share an excel with VBA code then it will be helpful as it saves lot of time.
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • Shear results from query dialog box and postprocessing are different, so which is correct, please help me

  • how to get the loadings details in report????

    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?
  • Tension Only member with initial axial capacity

    Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…
  • Staad Foundation Advance

    I think staad foundation advance still needs to be improved. Here are some suggestions. 1- When we import load cases and combinations from staad, we have to change description of every load and load cases by selection each one by one (i.e it is primary…
  • Need Help with Staad file!!

    Hello Everyone! In the attached Staad file, I am having trouble getting rid of few warnings. Also, I believe Wind loading is also not applied correctly. I used Staad V8i. Please help me. Regards, Pawan Waghmare