• Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    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…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    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?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Von Mises correct?

    Hakon Bertnes
    Hakon Bertnes
    Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Does STAAD consider 1% Seismic force for SDC A structure?

    muhammad fayyaz
    muhammad fayyaz
    for Seismic design category A structure, 10% of story dead load is required to consider (refer 11.7.2 of ASCE7-05). Does STAAD apply 1% of story dead load as Seismic load or it will calculate as per prescribed procedure based on chapter 12~15 of ASCE7…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Nodal Displacement and Member displacement and its allowable as per BS5950

    Yashwant Naik
    Yashwant Naik
    I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Crashing of staad while using beta angle

    Shubham Ajaykumar Maurya
    Shubham Ajaykumar Maurya
    Staad crashes while assigning beta angle. Beta angles gets deleted after reopening the staad file.
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Results Along Line

    Simone Menichetti
    Simone Menichetti
    After analysis i need to modify the geometry of one member. If i need this modification i will lose the cut lines created with results along line tool. I'd like to find a way to not lose the cutting lines after making the modify and relaunching the analysis…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD pro

    RS1818
    RS1818
    When we use gust factor method and force coefficient method for any Structure as per IS 875 PART 3 ?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    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?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • UC Ratio problem

    arul mani
    arul mani
    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Updating Staad Pro V8i to latest build

    Illy_p
    Illy_p
    Hi there, can you please describe how to update the Staad Pro V8i SS6 to the latest build? I am struggling to do so. Many company PC's require the latest software to be consistent. Thanks a lot
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • shear wall and slab design

    Gilbert Fontenard
    Gilbert Fontenard
    Hello fellow colleagues, I have model a structure that incorporates a shear wall system with that of a special moment frame, however I have come across a few problems and would also like to make some other queries. The questions are as follows: 1…
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Models Failing Following Re-Installtion of Staad Pro

    Johnlittle
    Johnlittle
    I recently had some issues with Staad Pro force closing on my machine following some IT issues. I re-installed Staad which sorted the problem, however now a number of my models are failing where they didn't before the re-install. I'm currently designing…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • large rotational displacement

    hajir
    hajir
    When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more. I checked releases. I believe they…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Tapered Members

    Ryan Sedar
    Ryan Sedar
    Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Analysis vs Staad Uniform loaded cantilever beam

    Lee Pardoe
    Lee Pardoe
    Hello As part of my project I had been going through some examples as shown on the verification manual of Staad Pro v8i and version 2007. However, I been having issues with some of the examples as some do not show the full detail of calculation description…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Risa to Staad

    Aaron Newell
    Aaron Newell
    Our company recently went from Risa to STAAD, is there any way to import a RISA 3D file into STAAD other than the DXF feature? The dxf only imports the geometry and I would like to get the properties. I know you can go the other way, from STAAD to Risa…
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Insider Skills: STAAD this Friday July 19th

    Ann Marie
    Ann Marie
    Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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