Specifying the parameters of connection

Once a connection is created, its parameters may be displayed in the property window, adjusted and modified in order to satisfy all the requirements laid on the particular connection.

The parameters, of course, depend on the connection type that is being edited. Knee connection will have different parameters in the table than e.g. plate-to-plate connection. If more that one connection is edited at the same time (i.e. more than one connection is selected), the intersection of the parameters common to all selected connections is displayed in the property window.

The property table also hides all the "illogical" parameters. For example, unless the user specifies that there are bolts in the connection, it is not possible to select their length, diameter and other parameters.

In order to make the design of connection a straightforward action, the parameters are sorted in separate groups. The user may either open or close the group in the property window. It may be a good practice to close those groups whose design has been finished. Thus the list of parameters in the property window becomes shorted and clearer.

Overview of connection parameter groups

The following overview presents the groups of parameters that may appear in the property window. Some groups of parameters or some particular parameters in groups may be available only for specific connection type or types.

Basic (ungrouped) parameters

Name

Specifies the name that appears in outputs.

Type of loads

Specifies the "type of load" that is used for calculations (checking) of the connection. E.g. load cases or load case combinations may be selected.

Frame type

Specifies the type of the frame. The frame may be with bracing or without it.

Connection geometry

Informs the user about the geometrical type of the connection.

Side => [Beam name]

Several beams may come to the connection. Each of the beams has got an individual Side group in the table.

The parameters in the group define which particular parts form the particular connection. The contents of the group may vary according to which parameters have been already specified in the group.

Possible parameters in the Side group are:

Connection type

Either frame bolted or frame welded connection can be designed.

End plate

Specifies that an end plate is used.

Backing plate

Specifies that a backing plate is used.

Bolts

Specifies that bolts are used.

Top stiffener

Specifies that a top stiffener is used.

Bottom stiffener

Specifies that a bottom stiffener is used.

Diagonal stiffener

Specifies that a diagonal stiffener is used.

Web doubler

Specifies that the web of the column is stiffened by a web doubler.

Update calculation

If this option is ON, the program calculates the resistance and stiffness of the connection and displays them in the table at the end of Side group.

Calculation type

Specifies the load conditions in the connection. If the type is set to "for load cases and combinations", the program performs also the checking of the connection. And again the results are shown in the table at the end of Side group.

Output

Each connection may be "exported" into the document. Option Output then specifies the extent of the output report generated in the document.

Length for stiffness classification

Specifies the length for stiffness classification.

Update stiffness

Automatically calculates the stiffness of connection.

Element type (for Frame Pinned)

Selects type of plate for frame pinned connection.

Pinned plate (for Frame Pinned)

Specifies that a pinned plate is used.

Cleat (for Frame Pinned)

Specifies that a cleat is used.

Save to expert database

Saves the connection to expert database.

Load from expert database

Loads a connection from expert database.

Beam notch (for Grid Pinned)

The shape and size of the cleat.

Node (for Bolted Diagonal)

Informs about the node where the connection is defined.

Gusset material (for Bolted Diagonal)

Defines the gusset material.

Edit Bolted Diagonal (for Bolted Diagonal)

Provides for editing of this type of connection.

Haunch

Adds a haunch to the connected beam. This haunch:

  • affects the check of the connection,

  • is taken into account when calculating the substitute" stiffness of he connection (if option Update stiffness is ON),

  • is ignored in the calculation model itself (unlike the haunch defined by means of function Structure > Haunch.

End plate

This group of parameters specifies properties and dimensions of the end plate welded to the connected beam.

Backing plate

This group of parameters specifies properties and dimensions of the backing plate.

Bottom stiffener

This group of parameters specifies properties, shape and dimensions of the bottom stiffener.

Top stiffener

This group of parameters specifies properties and dimensions of the top stiffener.

Diagonal stiffener

This group of parameters specifies properties and dimensions of the diagonal stiffener.

Web doubler

This group of parameters specifies properties, type and dimensions of the web doubler. It also automatically calculates the size of the element.

Pinned plate

This group of parameters specifies properties, type and dimensions of the pinned plate.

Cleat

This group of parameters specifies properties, type and dimensions of cleat.

Bolts

Here, the bolt assembly, pattern, distance and other parameters concerning bolts are specified.

Stiffener between bolt rows

This group of parameters specifies properties of the stiffener between bolt rows.

Weld

This group specifies parameters of weld used in the connection.

Concrete data

This group summarises properties of concrete block to which a steel beam is fixed by means of anchors.

Anchor data

The Anchor data group provides for input of anchor type, shape and properties.

Example:

Let’s assume a standard knee connection of a column and a beam. There will be only one Side group in the table. It will contain parameters:

As soon as the user inserts an end plate to the connection, two more parameters are added to the group:

Further let’s assume that the user specifies the bolts in the connection. At that moment the connection becomes "realistic" and new items are added to the group:

Bubble help: The editing and adjusting of individual connection parameters is quite easy thanks to a sophisticated feature implemented in the property window. Whenever the user places the mouse cursor over a value cell in the table, the program shows a "bubble" help that brings a simple drawing explaining the meaning of the particular parameter. For example, the pictures below explain the difference between a small and large web doubler.

image\Icon_Doubler_Small.gif image\Icon_Doubler_Large.gif

 

SCIA web

Downloads

SCIA is part of the Nemetschek group