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Click Structural Inspection in the ribbon menu .
From the Output topic, open the Steel All Failures list and click the 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 in the green colored elements, and the selected deficiencies in the red colored elements are found in that element. Since the gray 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 window.
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Select the PMM ratios option from the list of design output.
The PMM ratio values of the steel elements will be seen in the perspective view. The PMM ratio greater than 1 means that the steel element is insufficient.
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Select deflection failure limit from the list of design output .
In the perspective view, the steel elements with deflection control and their results will be seen.
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Click on the Steel tab in the ribbon menu .
Open the Steel list in the Design section and click the Column command.
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The Steel Design window will open.
Steel Columns will be listed in this window and the PMM ratio and loading combination used in the design will be displayed.
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Select any column from the Steel Design window and 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 .
Open the Steel list in the Design section and click the Beam command.
The Steel Beams window opens.
Steel Beams are listed in this window and the PMM ratio, loading combination deflection values used in the design are shown.
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Select any beam from the Steel Beams window and 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.