• RCDC Detailing Failure

    Kunal Jeena
    Kunal Jeena
    How to rectify this failure known as 'Detailing failure' in RCDC
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • cable analysis

    waqar fazi
    waqar fazi
    Dear sir, I am doing the analysis of cable but the reactions are coming with an extreme value like 66kn along x. There is no any weight on the cable only self-weight is considered. Kindly explain to me why reactions are so conservative. Also, guide…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • MOMENT DISTRIBUTION IN STAAD Pro FOR PARTIALLY RELEASED BEAMS

    Robin Thomas
    Robin Thomas
    How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • MOMENT DISTRIBUTION WHEN PARTIALLY RELEASING MOMENTS IN BEAM

    Robin Thomas
    Robin Thomas
    How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m releasing the moments MX, MY, MZ to a 100% at their ends. if I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the ends. However…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SIG Virtual Workshop: STAAD - Modeling Finite Elements

    Kelly Fox
    Kelly Fox
    SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ignore alone wind load case

    waqar fazi
    waqar fazi
    Sir, the bottom chord of my trusses is failing due to compression at wind load upward alone load case 5. But i want to ignore this case which will never happen alone due to dead load of 1 kn/m2 on the roof.I want to check my steel with load combinations…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • AXIAL LOAD DUE TO GRAVITY LOAD NOT LATERAL LOAD

    mohammed nafeth
    mohammed nafeth
    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…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Gantry crane moving load along Z axis

    Pasan
    Pasan
    Dear All, Currently i'm designing a gantry crane. 1. I have assigned the loading from Crab to the gantry beam as moving load (Shows in Red color), But i have no idea how to assign the loading (Shows in Green color) when gantry crane is moving along…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Columns are missing error in staad rcdc

    sharm ank
    sharm ank
    I get this error while importing my staad file into staad advanced concrete design, earlier there was no error now every model while importing into staad rcdc gives this error "columns are missing". I found a thread where someone said they did some settings…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • composite deck

    waqar fazi
    waqar fazi
    Dear sir, I modeled the same canopy with two method in staad pro. In first method i am considering slab instead of composite deck. In second method i am considering composite deck. But for both cases forces in the members are different and…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • camber a steel beam in staad pro

    waqar fazi
    waqar fazi
    Dear sir, I want to camber a steel beam . I am putting the value 750 (length/offset =30000mm/40mm(we need to camber it 40 mm)) and respect value 1.6 but results are still same with deflection 50mm .Why deflection is not decreasing? Kindly also guide…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How we can camber a beam in staad pro

    waqar fazi
    waqar fazi
    Dear sir, In staad pro how we can camber a beam . stad file also attached.I want to camber this beam 20mm .Is it possible in staad? 6472.Str1.std
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • composite beam

    waqar fazi
    waqar fazi
    Dear sir, I want to design a composite beam in staad pro and consider the weight of concrete slab manually ? is there any option to stop the staad to consider the weight automatically as per CW and concrete slab thickness? Kindly give some suggestions…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to pass steel members in Staad pro

    Rahul M
    Rahul M
    I have designed a steel structure in Staad pro, No errors are found but in output file some members are getting failed. I dont have any ideas in passing those members. If I change section of those members other members are getting failed. please sort…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • deck slab

    waqar fazi
    waqar fazi
    Dear sir, In My attached fil,I am creating a deck slab to make my steel beams as a composite beams.But I notice deck slab somewhere missing the steel beams .some beams are not composite?Why it is happening?do I have to add that beams manually in stad…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • FLOOR LOAD

    waqar fazi
    waqar fazi
    Dear sir, In attached stad file. I am applying the dead load 2kn/m2 as floor load. 1.somewhere I am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where I am having…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • floor load

    waqar fazi
    waqar fazi
    Dear sir, In attached stad file .I am applying the dead load 2kn/m2 as floor load. 1.somewhere i am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where i am having…
    • Answered
    • 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
  • Error in Korean Pipe Sections

    bong2rm
    bong2rm
    Hi. I have posted this question in the wrong community (SACS, MOSES...) so posting it again here. I found out that the Korean pipe sections use wrong plastic section modulus. I thought this was just an typo error but no, Staad uses it for calculating…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • COMPOSITE DECK

    waqar fazi
    waqar fazi
    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    Daisy Shah
    Daisy Shah
    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD MODEL ENVELOPE CRITERIA

    Sal
    Sal
    Hello, I have defined 2 envelopes in my model. One for Deflection check and one for Strength. For some reason, STAAD is reporting unity ratio worst for deflection check instead of strength. Can you please let me know how to command STAAD to only check…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Incline Support Reactions Sign Convention

    REI
    REI
    Hi, I'm modelling a circular silo and assign incline supports and compression only(KFX) supports, but half of the tank support reaction results into X direction is Positive(+) and the other half support reactions into X direction is Negetive (-). Can…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Shear results from query dialog box and postprocessing are different, so which is correct, please help me

    Sulaiman Ade
    Sulaiman Ade
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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