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PEB End Plate to Flange

Last updated September 4, 2018 by Developer TIN Structures.developer.in@trimble.com

Software version: 
Not version-specific
Environment: 
Default
India
United States (Imperial)
United States (Metric)

PEB End Plate to Flange

The PEB End Platecomponent object that represents a plate welded perpendicular to the end of the component secondary part

to Flange
plugin allows you to create an end plate(1) part that represents a flat structure

(1) In some contexts, for example in analysis, the term plate object may be used to refer to plates.

(2) plate that represents a steel structure

(2) Plate is mainly used as a connection piece or as a floor plate.

connection between a PEB Member connecting member end to a PEB Member flange. The connection is similar to a seating / end plate connection.

How to locate

Installers are available at Pre-Engineered Building Tools for Tekla Structures version 21.0 and above.
For older versions, download at Pre-Engineered Building Tools old installers

After installation, the PEB End Plate to Flange plugin will be available in the Applications & components.
 

Usage

Click PEB End Plate to Flange in the component catalogcatalog that contains all system components and custom components, and the macros and applications

The term component catalog is used in Tekla Structures until version 21.1.

. The input components should be PEB Member.

Interior column connection:
Select the rafter component first, and then the column component as input for an interior column connection. 

End plate connection:
Select the column component first, and then the beam component as input for an end plate connection.

Note:

  • Continuous member should always be the first component, and the member which is to be connected to the continuous member flange should be the second.
  • Use only component selection. No part selection.

PEB End Plate to Flange dialog box

The dialog box has the following tabs:

  • Picture
  • Bolts
  • Parts
  • Stiffeners

Picture

    

1. End plate length options

Both side projection Projection at boths side from web line 
Outer flange projection and total length Projection from outer flange side web line and total length of plate 

2. Insert plate option

Without insert plate 
With insert plate

3. Number of long stiffeners

  One long stiffener 
  Two long stiffeners
  No long stiffeners

4. Long stiffener orientation 

  Long stiffener the same as column orientation
  Long stiffener perpendicular to the end plate  

Bolts

User Field 8 is for additional information about bolts. The value is shown in the bolt UDAobject property created by the user in order to widen the range of predefined object properties

User-defined attributes are used when the predefined object properties are not sufficient but more properties are needed. For example, comment, locked, and erection status are user-defined attributes.

of Bolt User Field 8.
  
Below an example of a bolt arrangement:

Below an example of a bolt arrangement:
  
Here the highlighted one is 'gage 2', enter zero to switch off. Here for 'gage 1', the default value is 100, which it is taken as input.

Parts

Column end plate, beam plate, long stiffenercomponent object that represents a structure that strengthens a steel beam or column

Stiffeners are usually plates.

Stiffeners are used to prevent web buckling at supports or concentrated loads.

parameters can be changed from this tab. If plate profile name is default, it reads from Menu>Settings>Options>Components>ProfileNames>Plate. The same profile name is applicable for stiffeners also.
   

Stiffener depth option

  Full depth stiffener
  User-defined stiffener depth

Stiffeners

See  PEB Base plate help.

Additional information

The column PEB Member component which holds the end plate should be modified after applying the connection to update the changes to the member resulting from the connection.

Tips

  • Splitting the PEB member flange at connection junction: For this, no need to explodeto ungroup the objects that are parts of another object or a component

    In Tekla Structures, it is possible to explode components, cast units, assemblies, bent plates, parts that have attached parts, and drawing shapes and plug-ins.

    The exploded objects cannot be reverted back to the original group.

    the PEB Member. Go to the PEB Member macrosaved series of actions that includes instructions for a program

    Macros are located in the applications and components catalog. They are recorded or created manually and stored as .cs file in a folder defined with the advanced option XS_MACRO_DIRECTORY.

    Macros can, for example, be used for creating drawings or reports.

    Macros are sometimes used to run an application.

    and increase the inner/outer flange number by one (depends on the connection on which flange). Try to maintain the split occurring inside the Insert plate anti-material by adjusting the length of the flange, if required. After applying the connection, the Insert plate anti-material will cut both flange plates. In that case, flanges on both sides of insert plate will get different piecebuilding object that is a basic element of a model and that can be modeled and detailed further

    The main concrete parts are: beam, polybeam, column, pad footing, strip footing, panel, and slab.

    The main steel parts are: beam, curved beam, orthogonal beam, polybeam, column, twin profile, and contour plate.

    marks.

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