Frames – Segment Information

(Revised:  08/29/2024)

 

The frame information window allows the user to modify data relating to frame members.

The types of modifications allowed include, among others, holding a member straight and changing base elevations.

Shape:

Member Type

This is a non-changeable field defined by the member’s use in a frame line.  For example, an Exterior Column cannot be used as a Rafter.

Material Type

This field is determined by the Member type.  This is the type of material that will be used to design and manufacture the member.  For example, Endposts are typically gage members but may be built up (three plate), rafters and members of primary framing members are typically built up (three plate).

Material Shape

This field is determined by the selection in the Material Type field.

For example, Built Up is 3 Plate Built up, Gage is Back-to-Back or Single Cee, and Hot Rolled is Tube at Exterior Columns (Tube, Pipe and Wide Flange at Endposts or Interior Columns and Tube and Channels for Rafter Only type frames).

Geometry

This field allows the user to change the standard geometrical configuration of a frame member.  For example, you can hold a column straight; restrict depths at one or both ends.

End Options:

Depth

This field allows user to restrict the frame member geometry measured from outside of the flanges.  Input is in feet/inches/sixteenths or mm if metric.  For columns, End 1 is the base and End 2 is the haunch.  For Rafters, End 1 is ALWAYS the high end, and End 2 is the low end of the rafter.

None

This is the default selection and allows system design to optimize depths as required.  Tapered shapes are usually the most economical.

Hold

This field allows the user to hold geometry depths of a member.  When selected, the frame member will be generated (designed and detailed) with the user-specified depth providing the frame designed successfully.

For example, if 18’’ is specified, this dimension will be held even if 12’’ would be more economical.

Minimum

This field allows the user to specify minimum geometry depths of a member.

When selected, the Building Editor will start with the user-specified depth and increase the depth if required.

Maximum

This field allows the user to specify maximum geometry depths of a member.

When selected, the frame will optimize depths up to the maximum depth but no deeper.  The resulting depth can be less than the Maximum value if generated by design optimization.

Base Options:

Graphical user interface, application

Description automatically generated

Oversized Holes

Checking this box will allow the base plates to be detailed with a pre-determined hole size of at least 5/16” larger than the Anchor Rod diameter.  Note:  Standard sized holes are a minimum 1/8” larger than the Anchor Rod diameter.

When using oversized holes without welded washers, only two Anchor Rods will be used to resist base shear loads even when more than two Anchor Rods are in the base plate.

Welded Plate Washers

This check box will be activated and may be selected only if the Oversized Holes box is selected.  However, Welded Plate Washers are not required with Oversized Holes.

Using this option along with Oversized Holes will allow all the Anchor Rods to resist shear in the strong axis of the frame, and a maximum of four Anchor Rods will be used to resist shear in the columns weak axis (bracing) direction.  Anchor Rod bending is considered with this option.

Centered Holes

This check box will allow the user to select an Anchor Rod pattern that will be centered in the depth of the column base.

The software will not automatically make any of the column base depths the same when this option is selected.  The user may enforce a column depth to ensure uniformity of Anchor Rod placement.

When using Pipe or Tube, the resulting base plates will be square.  Rectangular plates are the default when the Centered Holes option is not selected.

Flush Plate

Selecting this box will make the outside edge of the column flange flush with the base plate.

Stiffeners

This box can only be selected per certain design specifications.

Min. Anchor Rod Diameter

Selecting from this drop list will define the minimum Anchor Rod diameter requested for design for the specified column being edited in the Frames Schedule.

Min. Base Plate Thickness

Selecting from this drop list will define the minimum Base Plate Thickness requested for design for the specified column being edited in the Frames Schedule.

Base Elevation

This field changes the column base elevation.  Input is in feet/ inches/ sixteenths or mm for metric input.

Positive dimensions are above finished floor, negative dimensions are below finished floor.

   For Wind Posts, the default is set 0/2/0 to account for the typically needed grouted condition because Wind Posts have a fixed base plate.

 

 

Brace Points:

Don’t Flange Brace

Select this radio button when secondary members are present on a frame member, but flange braces are not permitted on the Inside Flange of the frame at these secondary locations.

The secondary members will still be used to provide lateral support for the Outside Flange of the frame member.

Use

This selection is the system default and results in designing the frame member using the secondary location to brace the Outside Flange while adding flange braces to the Inside Flange if required by optimization.

Unsupported

Select this radio button when the frame member is to be unsupported (no flange braces to support the Inside Flange and no Outside Flange support provided by the secondary).  This option results in uneconomical frame designs. Typically used on a sidewall when it is designed for future expansion with no covering or girts in the future.

 

 

Plate Orientation (affects haunches only):

Top

This radio button is the default and generates Top Bolted connections where the Bolting Plate is horizontal to the ground.  The system may override this selection in certain cases where Face (or Vertical) Bolted haunches are required by design, such as when Portal Braces are used.

Face

This radio button makes the column bolting plate a Face connection.  The Bolting Plate is perpendicular to the roof slope.

Vertical

This radio button makes the column bolting plate a Vertical connection.

 

 

Primary Offset:

Match Secondary Depth (outset)

When selected, this option will hold the offset distance (distance from outside secondary member to outside flange of the primary framing member) to match the selected secondary member depth (7”, 8½’’, 10” or 11½’’)

The Secondary Offset to the Building Line Dimension can be adjusted in the Secondary screens to recess the secondary and primary framing further into the building.

A positive dimension moves the secondary and primary into the building, a negative dimension moves the secondary and primary frame outward from the building.

Outside Flange

When selected, this option will measure the input frame offset dimension from the outside flange of the primary framing member to the Building Line.  Any offset revision made at the Secondary level will be overridden by this selection.

Offset Dimension

This input field (feet/inches/sixteenths or mm with metric input) is used in conjunction with the Outside Flange options to measure the distance from the Building Line to outside flange of the primary framing member.

Use Offset from Secondary Information

When selected, the Building Editor will use the offset dimension input on the secondary windows to measure the distance from either the outside or centerline of the secondary member to outside flange of the primary framing member.

Standard Controls:

§ OK, Cancel, Apply, Help

 

See also:

§ Frames - Segment Design