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Click Structural Inspection tab in the ribbon menu.
From the Output heading, open the Concrete All Failures list.
Click the As(-) Concrete Insufficient Rebar Area command.
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The results of the insufficiency of reinforcement space Reinforcement insufficiency results will appear in the visualization window.
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From Visualization dialog, select All Failures from the Design Output list.
Failure situations are seen in the column design results.
It means that there is no insufficiency in the green colored elements, and there is an insufficiency in the red colored elements.
Select the Longitudinal rebar pursantage (%-Columns) from the Design heading, Concrete list.
The longitudinal reinforcement ratios used in the column concrete design are shown.
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Click the Forces-Reinforcement Areas tab.
The internal force values used in the column design are listed.
Calculated-required-existingreinforcement areas and column design are examined.
Column design internal forces are examined.
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Click the Capacity Diagrams tab.
Calculated axial force and biaxial bending interaction curve are given.
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Click the Moment-Curvature tab.
Activate the Caltrans idealized model.
Activate the stop when a fiber reaches ultimate stress.
The results of the Moment- Curvatureanalysis results calculated using the fiber cross section fibers appear.
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Click the OK button to close the dialog.
Open the Concrete list from the Ribbon menu Design heading.
Click the Beam command.
The Beam Reinforcement dialog opens.
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The Slab Reinforcement dialog opens.
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In the Slabs tab, the reinforcements determined as a result of the slab design slab reinforcements are listed.
Click the OK button to close the dialog.