• Application for Structural Supports for Cantilever Overhead Sign Structures (COSS)

    We are wondering what method / programs you use to analyze and design structural supports for Cantilever Overhead Sign Structures (COSS). Do you use STAAD.Pro to generate COSS models? What engineering codes are used in your country? See videos below for…
  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
  • Regarding Lx parameter value.

    How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?
  • RAM connection- CHS Column & I beam Weld connection

    Hi, I am new to RAM Connection and wanted to do the moment connection in CHS sections in one of my project. Can I know whether the connection is available now? If so, which version should I install for the same? ( Circular Hollow Section column and…
  • Combined footing tutorials

    Hello Everyone Please share with me the tutorials about a combined footings
  • 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?
  • Can I Reduce Development length of bars in the beam by using RCDC

    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
  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • AXIAL LOAD DUE TO GRAVITY LOAD NOT LATERAL LOAD

    Dear all Greetings. I have model here contains of the main frame "rafter +column" (for gravity load +lateral load) + the lateral system (strut pipe +x bracing). my question is :-----design output shows the highlighted member fail due to gravity…
  • STAAD Pro and RAM

    Good Day, I would like to pose a question relating to the comparison between the RAM suite of software and those included with STAAD. Traditionally, my firm has used STAAD to complete all our structural analysis and design, however, considering as the…
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • Diseño

    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…
  • 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?
  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
  • whether I should consider the equal & opposite forces in X direction or Z direction.(X & Z are co planar axes in which four points lie)?

    we've got 4 points and a moment about axis perpendicular to plane of four points at center point of square.Whether I consider two equal & opposite forces in X direction or Z direction it will have same effect of moment. Kindly let me know whether I…
  • how to analysis steel portal frame with hollow core slab????

    hollow core slab
  • how to reduce deflection????

  • Section Wizard

    Hello STAAD community, I'm using Section Wizard for creating this C-shape beam with cover plate. (please see snapshot below) My question is will there be an issue if there's clashing in the plate and beam flange wherein there will be a message…
  • I want to insert CFS section to my staad pro model

    THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)
  • Es posible importar archivo de RAM Elements con STAAD pro?

    Tengo un archivo de RAM Elements que necesito enviarlo a un cliente. Él me consulta si es posible importar el archivo en STAAD Pro, entiendo que es posible importar archivos de STAAD en RAM. Yo ya he importado en RAM, aunque no lleva todas las características…
  • Warning regarding non-A1085 HSS

    When I'm using round/rectangular HSS non-A1085 I keep having warnings in my output saying that the HSS is non-A1085 and thickness wouldn't be reduced. I understand the meaning of this but I would like to ask on how to remove warnings like this when I…
  • Q&A for Webinar: Concrete Building Analysis, Design, and Detailing

    Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, " Concrete Building Analysis, Design, and Detailing ." Webinar Description: Concrete building design and analysis demands accurate results…
  • Q&A for OnDemand Webinar: Producing Structural Schedules with RAM and Revit Interoperability

    Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, " Producing Structural Schedules with RAM and Revit Interoperability ." Webinar Description: Errors in foundation schedules cost time…
  • Staad Design fail at Column - ram connection

    hi, For my Steel column, i need to use other column but that fails, can the ram connection for staad pro v8i can help? Like.. if i use ram connection, will my column will pass? can anyone help me? thank you .. Trine