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LocationGirder: Specify the girder for which the crossframe will be generated. Skew Angle: 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 can either be defined using the options Start/End or through a manual definition. 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
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 TopSide Inner Offset: This parameter can be used to define the inner offset of the diagonal chord on the topside. Diagonal Chord - Bottomside 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 Top 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. "Gusset Plate" objects defined under the 'Properties' tab are 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: Assign This parameter can be used to assign a previously defined gusset plate to the topside. Bottom Gusset Plate: Assign This parameter can be used to assign a previously defined gusset plate to the bottom side. Center Gusset Plate: Assign 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 representationreference, refer to the figure below. Horizontal Dist. Distance Between Web Edge and Plate Edge: This parameter specifies the horizontal distance between the web edge and the plate edge. For a visual representationreference, refer to the figure below. StiffenerThe parameters listed below are exclusively used for 3D representation. 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.
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