Beam to Surface connection

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www.sefindia.org STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI] Search Follow @sefindia 2,457 followers Subscriptions Digest Preferences FAQ Search Memberlist Usergroups Register Security Tips Donate Profile Log in to check your private messages Log in Warning: Make sure you scan the downloaded attachment with updated antivirus tools before opening them. They may contain viruses. Use online scanners here and here to upload downloaded attachment to check for safety. beam to surface connection in staad pro www.sefindia.org Forum Index -> SEFI General Discussion View previous topic :: View next topic Author Message aup SEFI Member Joined: 19 Jan 2010 Posts: 3 Posted: Sun Aug 29, 2010 4:27 am Post subject: beam to surface connection in staad pro HI all, Currently i am designing a 12 storey complete shear walled building i.e. no beams or columns but only walls. when i tried using plate elements STTAD wouldnt simply accept data saying too much volume. Further on i tried with SURFACE elements in STAAD PRO & now the data is within programme limit... my problem is i want to add some beam column frame work too.... if i do this the STAAD is giving error as "unable to generate surface" i traced this error to only those surfaces which are supposed to have beam to surface connections i.e wherever i put beams the adjacent surface is not getting generated....how to make the SUFACE TO BEAM connectionsm in STAAD?... i have tried meshing the surfaces manually also but the error still persists... pls help i am attaching a STD file here Back to top rakeshkumar ... Joined: 11 Apr 2010 Posts: 86 Posted: Mon Aug 30, 2010 4:05 am Post subject: beam to surface connection in staad pro hi, try by deleting surface. Add beam first and then surface. U need to break the beam as per the no of elements with regards RAKESH KUMAR *"Please consider the environment, take a print of this copy if u really need to". Use Gently. On Sun, Aug 29, 2010 at 9:57 AM, aup <[email protected] ( [email protected])> wrote: Quote: HI all, Currently i am designing a 12 storey complete shear walled building i.e. no beams or columns but only walls. when i tried using plate elements STTAD wouldnt simply accept data saying too much volume. Further on i tried with SURFACE elements in STAAD PRO & now the data is within programme limit... my problem is i want to add some beam column frame work too.... if i do this the STAAD is giving error as "unable to generate surface" i traced this error to only those surfaces which are supposed to have beam to surface connections i.e wherever i put beams the adjacent surface is not getting generated....how to make the SUFACE TO BEAM connectionsm in STAAD?... i have tried meshing the surfaces manually also but the error still persists... pls help i am attaching a STD file here 65k Share Share www.sefindia.org :: View topic - beam to surface connection in staad pro http://www.sefindia.org/forum/viewtopic.php?p=27994 1 of 3 25-12-2014 12:20

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Beam to Surface connection

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    beam to surface connection in staad pro

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    aupSEFI Member

    Joined: 19 Jan 2010

    Posts: 3

    Posted: Sun Aug 29, 2010 4:27 am Post subject: beam to surface connection in staad pro

    HI all,

    Currently i am designing a 12 storey complete shear walled building i.e. no beams or columns but

    only walls. when i tried using plate elements STTAD wouldnt simply accept data saying too much

    volume. Further on i tried with SURFACE elements in STAAD PRO & now the data is within

    programme limit... my problem is i want to add some beam column frame work too.... if i do this

    the STAAD is giving error as "unable to generate surface" i traced this error to only those surfaces

    which are supposed to have beam to surface connections i.e wherever i put beams the adjacent

    surface is not getting generated....how to make the SUFACE TO BEAM connectionsm in STAAD?...

    i have tried meshing the surfaces manually also but the error still persists... pls help

    i am attaching a STD file here

    Back to top

    rakeshkumar...

    Joined: 11 Apr 2010

    Posts: 86

    Posted: Mon Aug 30, 2010 4:05 am Post subject: beam to surface connection in staad pro

    hi,

    try by deleting surface. Add beam first and then surface. U need to break the beam as per the no

    of elements

    with regards

    RAKESH KUMAR

    *"Please consider the environment, take a print of this copy if u really need to". Use Gently.

    On Sun, Aug 29, 2010 at 9:57 AM, aup wrote:

    Quote:

    HI all,

    Currently i am designing a 12 storey complete shear walled building i.e. no beams or columns

    but only walls. when i tried using plate elements STTAD wouldnt simply accept data saying too

    much volume. Further on i tried with SURFACE elements in STAAD PRO & now the data is

    within programme limit... my problem is i want to add some beam column frame work too.... if

    i do this the STAAD is giving error as "unable to generate surface" i traced this error to only

    those surfaces which are supposed to have beam to surface connections i.e wherever i put

    beams the adjacent surface is not getting generated....how to make the SUFACE TO BEAM

    connectionsm in STAAD?... i have tried meshing the surfaces manually also but the error still

    persists... pls help

    i am attaching a STD file here

    65kShareShare

    www.sefindia.org :: View topic - beam to surface connection in staad pro http://www.sefindia.org/forum/viewtopic.php?p=27994

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    skhalid...

    Joined: 26 Jan 2003

    Posts: 164

    Location: Delhi

    Posted: Mon Aug 30, 2010 4:29 am Post subject:

    Dear Mr. Anup,

    U said there are a no beams or columns but only walls.

    Can u please send a 3D rendered screenshot of the building for better understanding.

    Because it is difficult to realize.

    Regards

    S.M.Khalid

    Back to top

    aupSEFI Member

    Joined: 19 Jan 2010

    Posts: 3

    Posted: Mon Aug 30, 2010 10:04 am Post subject: beam to surface connection

    hi,

    i have done exactly that i.e first beams then surfaces and then breaking the beam into connected

    nodes ( though not recommended as it add to rigidity of wall restricting the wall to deform as in

    the FEM book by R.D. Cook)... still the problem persists .... further problem does not end only to

    beam surface connection... how to ensure surface to suface connection i.e how to ensure

    connection modelling of in T shaped wall...

    if i opt for plate insted of surface... the 12 sotried building renders the error as "RUNNING OUT

    OF MEMORY" and it just terminates the programme... i have tried modelling in SAP 2000 v

    14.1(2005) which gives exactly same error regarding memory as staad...

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