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    Description: Using PIPELINK integration betweenSTAAD & AutoPIPE

    Product: AutoPIPE

    Version number: V8i (v9.3)

    Submitted by: MURevison : 0.0

    Table of Contents

    PIPELINK (Workflow 1) AutoPIPE -> STAAD 3Open AutoPIPE Model ......................................................................................

    Analyze for Gravity, thermal, 2 seismic loadings .................................................

    Generate AutoPIPE Load Combination Descriptions .............................................

    Export to STAAD using Pipelink .........................................................................

    (File > Export) ................................................................................................

    Open STAAD Model .........................................................................................

    Change to Piping Mode ....................................................................................

    Import the PIPELINK Model ..............................................................................

    Run the STAAD Support Connection Wizard to Connect all or some Supports to theStructure .......................................................................................................

    Transfer Piping Loads to Structure ....................................................................

    Defining Seismic Load Combinations .................................................................

    PIPELINK (Workflow 2) Multi User....................................................

    PIPELINK (Workflow 3) STAAD -> AutoPIPE....................................

    Review Import Logs and resulting structure & connections ...................................

    Analyze STAAD Model ......................................................................................

    Export to AutoPIPE using Pipelink ......................................................................(Piping > Export) ............................................................................................

    Open AutoPIPE Model & Import Pipelink Model ....................................................

    Review Import Logs and Resulting Structure & Connections .................................

    PIPELINK (Workflow 4) STAAD Displacements -> AutoPIPE.......

    Transfer Piping Loads to Structure ....................................................................

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    Re-Run STAAD Piping Connection Wizard ...........................................................

    Transfer Piping Loads to Structure ....................................................................

    Export to AutoPIPE using Pipelink ......................................................................

    (Piping > Export) ............................................................................................

    Open AutoPIPE Model & Import Pipelink Model ....................................................

    Review Pipe Support Displacements ..................................................................

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    PIPELINK (Workflow 1) AutoPIPE -> STAAD

    Open Existing AutoPIPE Model

    Analyze for Gravity, thermal, 2

    seismic loadings

    Import the PIPELINK Model

    Into STAAD

    Run the Support ConnectionWizard to Connection all Supports

    to the Structure

    Export to STAAD using Pipelink

    (File > Export)

    Open STAAD Model & Select Piping

    Mode

    Workflow 1:Starting in AutoPIPE with Piping Model only

    Transfer Piping Loads to Structure

    Define STAAD Load Combinations

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    Open AutoPIPE Model

    Open Model Integ_auto1.DAT

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    Analyze for Gravity, thermal, 2 seismic loadings

    Load > Static Analysis Sets

    Analyze > Static

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    View Results max stress = 67% at Bend C12

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    Generate AutoPIPE Load Combination Descriptions

    Tools > Combinations (Select non-code combinations)

    Select combination options and Generate default non-code descriptionsThis is useful for the Structural Engineer to understand the AutoPIPE pipe stress loading

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    Export to STAAD using Pipelink(File > Export)

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    PIPELINK File created for Transfer to the Structural Team(MDB file which can be opened in MS ACCESS)

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    Open STAAD Model

    Open Model : Integ_sample1.std

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    Change to Piping ModeImport the PIPELINK Model

    Mode > Piping, from the Piping Menu , Select Import

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    Run the STAAD Support Connection Wizard to Connect all orsome Supports to the Structure

    First time the Support connection Wizard will start automatically

    By Default all supports and anchors are selected but can filter by support type orunconnected or connected. In this example we will only connect Vstops and Guides.

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    Next > Select which beams to consider for connection. Can also filter by Sectionproperty, groups of beams or saved view screen.

    Next > Select which Beam NODES to consider for connection.

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    H i n t: Create new nodes to transfer actual structural displacements to AutoPIPE

    Connections are made in seconds

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    To manually change a connection graphically

    Typical moment resisting guides

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    Transfer Piping Loads to Structure

    In Piping Mode, Select Piping > Transfer Loads

    This will define the mapping of AutoPIPE load cases to STAAD Primary or Reference loacases. By default class = Reference.

    For Workflows transferring the Structure to AutoPIPE, it is recommended to set all pipinloads to reference loads and add them to the STAAD primary load cases as shown below

    Defining Seismic Load Combinations

    1) In STAAD.Pro

    a. Define the structural model.

    b. Import the AutoPIPE support reactions into a series of Reference Load case

    say R1 to R4 for seismic , R5 for the gravity, R6 for pressure, R7 for therm

    c. Define the UBC command along with the masses that need to be included,

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    which would include a reference to the pipe gravity load case:-

    d. Define the UBC load cases that will be required, set the category of these

    seismic (these must be the first load cases in the STAAD file, typically thes

    would be:-

    i. +X

    ii. X

    iii. +Z

    iv. Z

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    e. Add the appropriate pipe seismic reference load case to the appropriate

    primary UBC load case. E.g.

    Primary

    LoadcaseSTAAD Loading

    AutoPIPE

    Case

    Pipe Reference

    Case

    STRUCT PIPE

    AND STRUCT +XUBC X 1.0 E1 R1

    STRUCT PIPE

    AND STRUCT -XUBC X -1.0 E2 R2

    STRUCT PIPE

    AND STRUCT +ZUBC Z 1.0 E3 R3

    STRUCT PIPE

    AND STRUCT -ZUBC Z -1.0 E4 R4

    f. Create the other required basic primary load cases dead, live wind etc.

    g. Create the combinations using the Automatic load generator. As the pipe

    reactions have been included in the same primary load case as the seismicloads from the structural UBC engine, there should only be 4 seismic

    primary load cases defined. This would then create the necessary

    combinations with each of the seismic primary load cases being considered

    independently.

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    1) The Load combination generator should include a description for each rule which

    used to provide a description to each combination that has been generated. A

    default description could be Rule 1, Rule 2 etc would result in combinations:-a. Rule 1 (1)

    b. Rule 1 (2)

    c. Rule 2 (1)

    d. Rule 2 (2)

    e. Rule 2 (3) etc....

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    The user can specify a more useful description for their use. This would makepossible to see which rules have generated any specific combination. Also shthese in the Load Combination Generator:-

    The current command shows the combination is generated from a specific codand table, but not which specific rule.

    2) The UI showing the combinations lists the load cases as Load 1, Load 2 etc:-

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    The sample Tutorial model 1 : Integ_sample1.stdHas the following IBC seismic and primary load cases definitions

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    PIPELINK (Workflow 2) Multi User

    Repeat Workflow 1 for all 4 separate models

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    PIPELINK (Workflow 3) STAAD -> AutoPIPE

    Open Existing STAAD Model with

    connected piping system

    Analyze for Primary Load Cases

    Review Import Logs and resultingstructure & connections

    Analyze Combined Structure &

    Piping in AutoPIPE

    Export to AutoPIPE using Pipelink

    (Piping > Export)

    Open AutoPIPE Model & Import

    Pipelink Model

    Workflow 3:Starting in STAAD then export the structure to evaluatecombined structural and piping stiffness in AutoPIPE

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    Open Existing STAAD Model

    Open STAAD model : Integ_sample1.std

    Analyze STAAD Model

    Export to AutoPIPE using Pipelink(Piping > Export)

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    Click Use Blank to export PIPELINK file same as STAAD filename

    Note: It is not necessary but desirable to have the same PIPELINK filename exchanging between STAAD &

    AutoPIPE. If click on the Use Blank button it will default to the STAAD filename. Otherwise browse to the

    PIPELINK file imported from AutoPIPE and only new data like the Structure, restraints, releases, offsets and/

    structural displacements will be updated to the PIPELINK file

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    Open AutoPIPE Model & Import Pipelink Model

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    Review Import Logs and Resulting Structure & Connections

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    Model saved as INTEG_AUTO1a.DAT for reference

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    Analyze Combined Structure & Piping in AutoPIPE

    View Results max stress = 47% at Bend E05

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    PIPELINK (Workflow 4) STAAD Displacements -> AutoPIPE

    Open Existing STAAD Model with

    connected piping system

    Analyze for Primary Load Cases

    Review Pipe Support

    Displacements

    Export to AutoPIPE using Pipelink

    (Piping > Export)

    Open AutoPIPE Model & Import

    Pipelink Model

    Workflow 4:Starting in STAAD then export the structuraldisplacements to evaluate structural sway on the piping model inAutoPIPE

    Re-Run STAAD Piping Connection

    Wizard

    Transfer Piping Loads to Structure

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    Open Existing STAAD Model with connected piping system

    Check STAAD model : Integ_sample4.std

    Re-Run STAAD Piping Connection Wizard

    Check the option to create new nodes

    H i n t: Create new nodes to transfer actual structural displacements to AutoPIPE

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    Transfer Piping Loads to Structure

    In Piping Mode, Select Piping > Transfer Loads

    This will define the mapping of AutoPIPE load cases to STAAD Primary or Reference loa

    cases.

    Note:Only displacement results for STAAD primary load cases can be exported toAutoPIPE.

    One Recommendation for defining STAAD displacements to transfer to AutoPIPE is asfollows:

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    Define the Pipe Gravity load (e.g. R1) in the Seismic definition so the mass of the pipinsystem is considered in the static and dynamic seismic loading.The AutoPIPE seismic horizontal forces e.g. E1, E2 etc (static seismic 1 etc) at supportswill be added to the corresponding seismic primary load cases as shown above whenthese piping seismic cases are defined as class = primary.

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    Export to AutoPIPE using Pipelink(Piping > Export)

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    Open AutoPIPE Model & Import Pipelink Model

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    Review Pipe Support Displacements