• hello guys can anyone answer me for this point, what's different between specification beam (Release) and normal beam of the structure? the specification beam (release) will remove ?

    Dragon
    Dragon
    STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…
    • 10 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Foundation

    lachin nuriyev
    lachin nuriyev
    Hi. I am having trouble with Staad Foundation. I created a Tank foundation to analyze. The storage tank roof has a lot of elements such as the W section under the tank roof plate. In Staad foundation we can only consider roof plates, bottom plates, and…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • In Staad foundation, no design result is getting generated

    Dhrubajyoti Ghosh
    Dhrubajyoti Ghosh
    sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Foundations Punching Shear Dcritical value incorrect

    James Pittman
    James Pittman
    Hello, I have exported the load cases from a STAAD model to a foundation model, and I have begun the design for pile caps. However, I am getting strange values for Dcritical. I have a 48" thick pile cap, and the effective depth calculation reads as follows…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Combined footing tutorials

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone Please share with me the tutorials about a combined footings
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • 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
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  • 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
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  • Staad Plant Foundation: Why footing size too large by using IS code?; While US code give appropriate size!

    Arun Chugh
    Arun Chugh
    1) Please Suggest modification, correction in my Staad Foundation file, for since I am Getting very large sizes in (approx Twice in Plan, 20 time in thickness). a) Used IS code /IS 456, Si units, compared with US code SI units, Code ACI 318 -14 b) Loads…
    • over 3 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
  • Design of combined footing with 3 columns using STAAD Foundation Advanced Connect Edition

    angkasa consulting
    angkasa consulting
    Hi, Is it possible to design a combined footing with 3 columns as shown in the diagram below? I have tried it and find out that STAAD Foundation only allow collinear column to be designed.
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • I want to insert CFS section to my staad pro model

    arul mani
    arul mani
    THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Tank Foundation

    Ali Aljutayli
    Ali Aljutayli
    Hello, I have one concern with regard to SFA capability to design mechanically anchored tank foundation. As shown above, technical reference manual is saying not covered while on the software itself showing mechanically anchored option. Now…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Foundation Verification question - one way shear - effective depths along X and Z

    Vic Ayyappan
    Vic Ayyappan
    Hello, I'm in the process of verification of STAAD Foundation for Jacobs and the problem in hand is 5.6 US Isolated Foundation 6 (Page 299) from the verification manual. I'm getting same effective depths (15.88 in) along x and z directions in the…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • FOUNDATION SUPPORT

    GAURAV GOSWAMI
    GAURAV GOSWAMI
    I am new in Staad pro so please answer this question in very easy language....! What is the use of Foundation support i staad pro.... can we use this instead of fixed support... what is logic behind that support....
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SOLID GEOMETRY

    GAURAV GOSWAMI
    GAURAV GOSWAMI
    I am new in staad pro so please answer this question in very easy language....! What is use of solid Geometry In Staad Pro.?
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Foundation Advanced V8i out of memory error when analyzing mat foundation imported from STAAD Pro V81

    Russell Fude
    Russell Fude
    I'm trying to analyze a mat foundation by importing load cases from STAAD Pro but I get "Out of memory" message at the end of the run. I know that in STAAD Pro V8i I can add a line of code in the STAAD editor at the top when having memory issues, "MEMORY…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Instability of joint with tension cables

    Fiona Cheng
    Fiona Cheng
    Hi Everyone, I am modeling a scaffold to hold wooden banners for an event. Since the scaffold will be standing in an open area and the area of the banner is very large, the builder will use concrete blocks to prevent the structure from being lifted…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD FOUNDATION ADVANCED

    Tim Beninati
    Tim Beninati
    Hello, I am designing a combined footing pile cap on Staad Foundation Advanced v8i and I am wondering why my pile cap is so long. In the shear calculations on the calculation sheet I see a Pcw value but I cannot find where that number comes from. Does…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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