You can examine the design results of steel elements in the Review Steel Design.ide10 project, which Analysis+Design has been completed |
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After the architectural projects prepared with ideCAD Architecture are examined with ideCAD Structural, Analysis and Design is done and the analysis and design results are examined.
Click Structural Inspection in the ribbon menu .
From theOutput topic, open the Steel All Failureslist and click .
Click the Steel PMM Failures command.
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In the perspective view, the results of PMM failure with Axial force and biaxial bending control will be seen. It means that the selected deficiencies are not found Steel PMM failure results will appear in the visualization window .
It means that there is no failure in the green colored elements, and the selected deficiencies there is a failure in the red colored elements are found in that element. Since the gray .
Gray colored elements are concrete elements, this control is not applied.
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Similarly, inadequacies such as exceeding the deflection limit for steel elements, insufficient shearing capacity, insufficient axial capacity and joint deficiencies can be controlled.
Click the Steel Design tab from the Visualization windowOpen the Design Output list from the visualization dialog.
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Select the PMM ratios option from the list of design outputrates line.
The PMM ratiovalues of the steel elements will be seen displayed in the perspective view. The visualization window.
A PMM ratio greater than 1 means that the steel element is insufficient.
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Open the Design Output list.
Select the deflection failure limit from the list of design output line.
In the perspective view, the Deflection control of the steel elements with deflection control and their results will be seen.
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Close the visualization dialog.
Go to the STORTY 1 CEILING page.
Click on the Steel tab in the ribbon menu .
Open the Steellist in the Design section and click the Column command.
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The Steel Design window Columns dialog will open.Steel Columns will be listed in this window and the PMM ratio and loading combination used in the design will be displayed
In the dialog that opens, steel column sections, PMM ratios and combinations are listed.
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Select any column from the Steel Design window and click the Click the Details button.
Section properties, material properties, forces & moments, axial force and biaxial bending control values of the opened window steel column can be examined.
In addition, the K coefficients, in which the axial compressive strength and bending strength are determined, and the lateral stiffness lengths can also be examined under the title of Design Factors.
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Click on the Steel tab in the ribbon menu The dialog with the design details of the steel column will open.
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Close the detail dialog.
Click the OK button to close the Steel Columns dialog.
Open the Steel list in the Design section ribbon menu and click the Beam command.
The Steel Beams window dialog opens.Steel Beams are listed in this window and the PMM ratio, loading combination deflection values used in the design are shown
The dialog lists beam sections, PMM ratios, combinations and deflection control.
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Select any beam from the Steel Beams window and click Click the Details command.
Section properties, material properties, forces & moments, axial force and biaxial bending control values of the opened window steel beam can be examined.
In addition, the K coefficients, in which the axial compressive strength and bending strength are determined, and the lateral stiffness lengths can also be examined under the title of Design Factors.
Similarly, other steel element results can be viewed using the commands under the Steel list button.
The dialog with the design details of the steel beam will open.
Close the detail dialog.
Click the OK button to close the Steel Columns dialog.