Function
Check Shear Force Diagram (SFD) and Bending Moment Diagram (BMD) for beam elements.
Call
From the Main Menu select Results > Forces > Beam Diagrams.
Select Results > Forces > Beam Diagrams in the Menu tab of the Tree Menu.
Click
Beam Diagrams in the Icon Menu.
Usage
Select a desired load case, load combination or envelope case.
The Construction Stage applicable for the output of the construction stage analysis is defined in Select Construction Stage for Display or Stage Toolbar.Click to the right to enter new or modify existing load combinations. (Refer to "Load Cases / Combinations")
Step
Specify the step for which the analysis results are to be produced. The
Step is defined in geometric nonlinear analysis as Load Step, and additional
steps are defined in the construction stages of highrise buildings or
heat of hydration analyses.
Note
The Construction Stage applicable for the output of the construction stage
analysis is defined in Select
Construction Stage for Display or Stage Toolbar.
Max/Min
Diagram
Absolute maximum values of Envelope can be checked in Beam Diagram.
Note
If Envelope/all is selected, ‘Max/Min Diagram?becomes activated. If
the option is unchecked, a Diagram with absolute maximum values of Envelope
is generated.
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ComponentsSelect the desired member force component among the following: Fx: Axial force in the element's local x-direction Note Mx: Torsional moment about the element's local x-axis Fy: Shear force in the element's local y-direction Fz: Shear force in the element's local z-direction Fyz: Shear forces, Fy & Fz displayed simultaneously My: Bending moment about the element's local y-axis Mz: Bending moment about the element's local z-axis Myz: Bending moment, My & Mz displayed simultaneously Show Truss Force: Output option to produce truss member forces simultaneously Only Truss Force: Output option to produce truss member forces only Display OptionsExact:
Display the member forces calculated by the Detail
Analysis process all along the length of each beam element including
both end nodes. Note 5 Points: Display the member forces calculated at both end nodes and the quarter points of each beam element. The diagram is presented by connecting the 5 points. No Fill: Display only the outline representing the magnitudes of the member forces. Line Fill: Display the diagram filled in with color lines. Solid Fill: Display the diagram filled in with color surfaces. Scale: Drawing scale for member forces.
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Define the type of display as follows:
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Contour |
Display the member forces of beam elements in contour.
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Ranges: Define the contour ranges. : Assign the color distribution range of contour. Using the function, specific colors for specific ranges can be assigned. Note Number of
Colors: Assign the number of colors to be included in the contour
(select among 6, 12, 18, 24 colors) Colors: Assign or control the colors of the contour. Color Table: Assign the type of Colors. : Control the colors by zones in the contour. Reverse Contour: Check on to reverse the sequence of color variation in the contour. Contour Line: Assign the boundary line color of the contour Element
Edge: Assign the color of element edges while displaying the contour Contour Options: Specify options for contour representation Contour Fill Gradient
Fill : Display color gradient (shading) in the contour. Draw Contour
Line Only Mono line: Display the boundaries of the contour in a mono color. Contour
Annotation Spacing: Specify the spacing of the legend or annotation. Coarse Contour
(faster) (for large plate or solid
model) Extrude
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Deform |
Display the deformed shape of the model.
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Deformation Scale Factor Deformation Type Nodal Deform
: Display the deformed shape reflecting only the nodal displacements. Real Displacement (Auto-Scale off): The true deformation of the structure is graphically represented without magnifying or reducing it. This option is typically used for geometric nonlinear analysis reflecting large displacement. Relative Displacement: The deformation of the structure is graphically represented relative to the minimum nodal displacement, which is set to ??
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Values |
Display the member forces of beam elements in numerical values.
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Decimal Points : Assign decimal
points for the displayed numbers Min & Max: Display the maximum
and minimum values Set Orientation: Display orientation of numerical values Note |
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Legend |
Display various references related to analysis results to the right or left of the working window. Element numbers pertaining to the maximum and minimum forces are displayed. |
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Legend Position: Position of the legend in the display window Rank Value Type: Specify a type of values in the Legend and the number of decimal points. |
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Animate |
Dynamically simulate the member forces of beam elements.
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Animation Mode: Determine the type of animation for analysis results. Animate
Contour: Option to change the color of the contour representing
the transition according to the magnitudes of variation Note AVI Options: Enter the options required to produce animation window. Bits per
Pixel: Number of bits per pixel to create the default window for
animation Construction Stage Option: Select the animation options when the construction stage analysis is performed. Stage
Animation: Animations by construction stages |
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Undeformed |
Overlap the undeformed and deformed shapes of the model.
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Mirrored |
"Mirrored" allows the user to expand the analysis results obtained from a half or quarter model into the results for the full model by reflecting planes.
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Half Model Mirroring
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Quick View |
Display the Beam Force Detail Diagram for an element in a separate window.
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Element: Enter an element number for which the member forces are generated. Or click the entry field and the relevant element in the Model View. Load Case: Select a desired load case or load combination. Select Load/Step/Comp. Step: Specify the step for which the analysis results are to be generated. Component: Select a desired member force component. Result Value Display the member forces at I-End & J-End, and maximum & minimum values of the selected element. Value: Move the mouse cursor in the diagram to display member forces at the corresponding position. Total Length: Display the length of the element. |
Output Section LocationAssign the section locations at which member forces of the beam elements are produced in numerical values.
i: Display the member force at the start node (N1) of a beam element.
Center: Display the member force at the center of a beam element.
j: Display the member force at the end node (N2) of a beam element.
Abs Max: Maximum absolute values of bending moments among the 5 points of (4-sectioned) beam elements are displayed at the centers of the beam elements.
Min/Max: Minimum and maximum bending moments are numerically displayed at the corresponding locations among the 5 points of (4-sectioned) beam elements.
All: The moments at the i-end and j-end and the Abs Max or Min/Max bending moments above are numerically displayed.
Batch Output Generation (
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Assign a Base File Name under which the types
of results (selection data in the Batch Output Generation dialog box for
graphic outputs) are stored. |
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Specify the Base Files to perform Batch Output Generation, construction stages, load cases (combinations), steps, etc. in the following dialog box. |
.jpg)
Batch Output Generation dialog box
Saved Menu-Bar Info's: Listed here are the Base Files. Select the Base File Names for Batch Output.
: Delete all the Base Files selected with the mouse.
When the construction stage analysis is carried out, all the construction stages are listed. We simply select the stages of interests to be included in the batch output. If no construction stage analysis is performed, the column in the dialog box becomes inactive and lists load (combination) conditions.
Stages
The results output of all the construction stages are produced. The construction
stages are listed below.
Final Stage Loads
The results output for only the Final Stage are produced. The construction
stages are listed below. If no construction stage analysis is performed,
the load (combination) conditions are listed.
Use Saved
Apply only the (saved) step or load (combination) condition selected at
the time of creating each Base File.
Stage LCase/LComb
When the construction stage analysis is carried out, the auto-generated
construction stage load conditions and the additionally entered construction
stage load combinations are listed. Check on only the load (combination)
conditions that will be used to produce batch outputs. This column becomes
inactive if “Final Stage Loads?is selected or no construction stage analysis
is carried out.
Step Option
Specify the steps for which the outputs will be produced when the construction
stage analysis or large displacement geometric nonlinear analysis is performed.
Saved Step: Use only the steps used for creating the Base Files
All Steps: Use all the steps
Output Options
Output File Type
Select a Graphic File type, either BMP or EMF.
Auto Description: At the top left of the Graphic Outputs produced in batch, auto-generate and include the notes such as the types and components of the analysis results, construction stages and steps, load (combination) conditions, etc. The font size, color, type, etc. can be changed upon clicking the button .
Output Path
Specify the path for saving the graphic files to be produced in batch.
File Prefix: Specify the prefix of the Graphic Files to be created. The filenames will be consisted of "Prefix"_"Base File Name"_"Load Comb.".bmp(emf) or "Prefix"_"Base File Name"_"Stage"_"Stage LCase"_"Step".bmp(emf).
: Produce the specified batch
Graphic Files reflecting the contents of the dialog box.
/ .jpg)
Produce the contents of data input in the
Base Files and Batch Output Generation dialog box in a binary type file
(fn.bog). Click the
button and select a fn.bog to use
the same output format.
Note
Import /Export is only meaningful for different projects. In a given structural
model, the Base Files are automatically stored and listed.