Excerpt | ||
---|---|---|
| ||
Location |
Girder: |
Specify the girder for which the crossframe will be generated. Skew Angle |
...
Station [ft]: Enter the station along the PGL.
...
: 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[Start/End]: The 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. SectionsTop 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 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. |
...
Chord Geometry
Horizontal chord inner offset from web [in]:
Diagonal chord inner offset from top web [in]:
Diagonal chord inner offset from bottom [in]:
Diagonal chord offset from top of web [in]:
Diagonal chord offset from bottom of web [in]:
Top Chord Offset from top of web:
Chord GeometryThe 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 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. 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. 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. Diagonal Chord - TopSide Inner Offset: This parameter can be used to define the inner offset of the diagonal chord on the topside. Diagonal Chord - BottomSide Inner Offset: This parameter can be used to define the inner offset of the diagonal chord on the bottom side. Bottom Chord - Vertical Offset from 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. Top Chord Orientation Angle: This parameter can be used to define the orientation angle of the top chord. Left Diagonal Chord Orientation Angle: This parameter can be used to define the orientation angle of the left diagonal chord. Right Diagonal Chord Orientation Angle: This parameter can be used to define the orientation angle of the right diagonal chord. Bottom Chord Orientation Angle: This parameter can be used to define the orientation angle of the bottom chord. Gusset PlateThe parameters listed below are exclusively used for 3D representation |
top gusset width [in]:
top gusset height [in]:
top gusset offset [in]:
number of bolt columns at top gusset [in]:
number of bolt rows at top gusset [in]:
bolt horizontal spacing at top gusset [in]:
bolt vertical spacing at top gusset [in]:
bottom gusset width [in]:
bottom gusset height [in]:
bottom gusset offset [in]:
number of bolt columns at bottom gusset [in]:
number of bolt rows at bottom gusset [in]:
bolt horizontal spacing at bottom gusset [in]:
bolt vertical spacing at bottom gusset [in]:
center gusset plate width [in]:
center gusset plate height [in]:
gusset plate thickness [in]:
bolt diameter [in]:
bolt to gusset plate edge distance [in]:
web centerline to gusset plate edge distance [in]:
Show Bolts (Detailing):
...
. "Gusset Plate" objects defined under the Properties tab can be assigned here. 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 from Top of Web (Center Plate): This parameter specifies the vertical offset for the center plate. For a visual reference, refer to the figure below. Horizontal Distance Between Web Edge and Plate Edge: This parameter specifies the horizontal distance between the web edge and the plate edge. For a visual reference, refer to the figure below. StiffenerThe parameters listed below are exclusively used for 3D representation |
vertical stiffener thickness [in]:
vertical stiffener width [in]:
Top offset from top of web [in]:
Inclined distance stiffener from bottom of web [in]:
Vertical clip height [in]:
Horizontal clip height [in]:
...
Geometry
These parameters are used for both computing the member end offset of cross frame truss elements in finite element analysis and 3D representation.
horz. chord offset from web [in]:
diag. chord offset from top [in]:
diag. chord offset from bottom [in]:
diag. chord offset from top chord [in]:
diag. chord offset from bot. chord [in]:
Top offset from top of web [in]:
Bottom offset from bot. of web [in]:
...
. 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 [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. FEATop 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. |