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The diagram below illustrates what the ‘Gusset Plate’ inputs correspond to

.

"Gusset Plate" objects defined under the 'Properties' tab are can be assigned here.

However If "Stiffeners Load" is applied in the girder construction object, you can see the effect of gusset plate objects, along with stiffeners, as point loads acting on the girder top flanges during the load stage

The gusset plates assigned in this section do not have FEM attributes but can be applied as weight loads if relevant definitions are made under the Construction section of the workflow, particularly in Girder/Crossframe Construction using the Stiffener Gusset Plate Load parameter.

Top Gusset Plate: This parameter can be used to assign a previously defined gusset plate to the topside.

Bottom Gusset Plate: This parameter can be used to assign a previously defined gusset plate to the bottom side.

Center Gusset Plate: This parameter can be used to assign a previously defined gusset plate to the center plate.

Vertical offset Offset from top Top of Web (Center Plate) [in]:: This parameter specifies the vertical offset for the center plate. For a visual reference, refer to the figure below.

Horizontal Distance between Between Web Edge and Plate Edge [in]:: This parameter specifies the horizontal distance between the web edge and the plate edge. For a visual reference, refer to the figure below.

image-20240321-185959.png

Stiffener

The parameters listed below are exclusively used for 3D representation.

Excerpt
nameSTG_Internal_CrossFrame

Location

Girder: Choose Specify the a girder that are connected by the cross framegirder for which the crossframe will be generated.

Skew Angle [deg]:: A positive skew value rotates the cross frame in a clockwise direction, while a negative skew value rotates it in a counterclockwise direction. It is important to remember that the cross frames are positioned at the specified station along a line perpendicular to the PGL, which is then rotated according to the entered skew value.

Station[ftStart/End]: Enter the station along the PGLThe station of the cross-frame with respect to the PGL can be defined using this parameter, either by selecting the Start/End options or through manual input.

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Sections

Top Chord Section - : Assign a section for the top chord, which can be imported from the AISC database by the users. The finite element representation is in the form of a truss.

Diagonal Chord Section : Assign a section for the top/bottom/diagonal diagonal chord, which can be imported from the AISC database by the users. The finite element representation is in the form of a truss.

Bottom Chord Section: Assign a section for the bottom chord, which can be imported from the AISC database by the users. The finite element representation is in the form of a truss.

image-20240321-192103.png

Chord Geometry

info

The

diagram below illustrates what the chord geometry inputs correspond to

geometry of Internal Crossframe K Top can be arranged using the Chord Geometry parameters. For a visual representation of each, refer to the figure below.

Top Chord - Vertical Offset from Top of Web: This parameter can be used to define the vertical offset of the top chord relative to the top of web [in]:the tub girder's web.

Top Chord - Horizontal Offset from Center of Web: This parameter can be used to define the horizontal offset of the top chord from the center of the web [in]:.

Diagonal Chord - Vertical Offset from Top of Web: This parameter can be used to define the vertical offset of the diagonal chords relative to the top of the web [in]:.

Diagonal Chord - Vertical Offset from Bottom of Web: This parameter can be used to define the vertical offset of the diagonal chords relative to the bottom of the web [in]:.

Diagonal Chord - Topside TopSide Inner Offset [in]:: This parameter can be used to define the inner offset of the diagonal chord on the topside.

Diagonal Chord - Bottomside BottomSide Inner Offset [in]:: This parameter can be used to define the inner offset of the diagonal chord on the bottom side.

Bottom Chord - Vertical Offset from top of web [in]:Bottom of Web: This parameter can be used to define the vertical offset of the bottom chord relative to the bottom of the web.

Bottom Chord - Horizontal Offset from Center of Web: This parameter can be used to define the horizontal offset of the bottom chord from the center of the web [in]:.

Top Chord Orientation Angle [deg]:: This parameter can be used to define the orientation angle of the top chord.

Left Diagonal Chord Orientation Angle [deg]:: This parameter can be used to define the orientation angle of the left diagonal chord.

Right Diagonal Chord Orientation Angle [deg]:: This parameter can be used to define the orientation angle of the right diagonal chord.

Bottom Chord Orientation Angle [deg]:

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: This parameter can be used to define the orientation angle of the bottom chord.

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Gusset Plate

The parameters listed below are exclusively used for 3D representation.

Info
Note
Info

The diagram below illustrates what the ‘Stiffener’ inputs correspond to.

NoteHowever If "Stiffeners Load" is applied in the girder construction object, you can see the effect of stiffener objects, along with gusset plates, as point loads acting on the girder top flanges during the load stage

The stiffeners modeled here do not have FEM attributes but can be applied as weight loads if relevant definitions are made under the Construction section of the workflow, particularly in Girder/Crossframe Construction using the Stiffener Gusset Plate Load parameter.Refer to the figure below for a visual representation of each parameter.

Stiffener Used [in]:

vertical stiffener thickness [in]:

vertical stiffener width [in]:

Vertical distance from Top of Web [in]:

Vertical distance from Bottom of Web [in]:

Top-inner chamfer [in]:

Top-outer chamfer [in]:

Bottom-inner chamfer [in]:

Bottom-outer chamfer [in]:

Material :

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YES/NO]: This parameter determines whether further stiffener-related parameters are applicable. Selecting "NO" will make the parameters below display as "Not Applicable (N/A)." Selecting "YES" allows further definitions related to crossframe stiffeners.

Vertical Stiffener Thickness: This parameter can be used to adjust the thickness of the stiffeners in the longitudinal direction.

Vertical Stiffener Width: This parameter allows you to adjust the width of the vertical stiffeners.

Vertical Distance from Top of Web: This parameter can be used to define an offset value for the stiffeners from the top of the web.

Vertical Distance from Bottom of Web: This parameter can be used to define an offset value for the stiffeners from the bottom of the web.

Top-Inner Chamfer: This parameter defines the chamfer value for the inner section of the stiffeners' top side.

Top-Outer Chamfer: This parameter defines the chamfer value for the outer section of the stiffeners' top side.

Bottom-Inner Chamfer: This parameter defines the chamfer value for the inner section of the stiffeners' bottom side.

Bottom-Outer Chamfer: This parameter defines the chamfer value for the outer section of the stiffeners' bottom side.

Material: This parameter allows a material to be assigned to the stiffener. Materials can either be imported or selected from previously defined materials under Properties - Materials.

image-20240321-191107.pngImage Addedimage-20241025-084207.pngImage Added

FEA

Top Chord Axial Rigidity Coefficient: This parameter can be used to define the axial rigidity of the top chord.

Diagonal Chord Axial Rigidity Coefficient: This parameter can be used to define the axial rigidity of the diagonal chord.

Bottom Chord Axial Rigidity Coefficient: This parameter can be used to define the axial rigidity of the bottom chord.