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Open the Structural Analytical Model file with the optimized structural and examine the results by using Analysis+Design command. |
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Click the Analysis+Design (F9) command.
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Do you want to perform analysis? question will be asked. Click the Yes button.
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Wait for the analysis to complete in the ideCAD Structural Analysis Status window.
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After the analysis is complete, click OK buton to close the window.
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Click Structural Inspection in the ribbon menu.
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From the View heading, click the Analysis Model command.
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Rod and shell finite element analysis model is created automatically.
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From the Ribbon Menu, Deformation heading, click on the 1.4G+1.6Q command.
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Case/combination and animation occurs for 1.4G+1.6Q in the Visualization Window.
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Click Visualization Dialog , Deformation tab, Case/combination list.
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Select Modal E1.
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Mod Shapes are created in the Visualization Window .
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From the Visualization Dialog, click the Animate command.
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An animation of Mod Shapes occurs in the Visualization Window .
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From the Visualization Dialog , click the Stop command to stop the animation.
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Click the Visualization Dialog, Deformation tab, Case/combination list.
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Choose the combination G'+Q'+Ex-0.3Ey+0.3Ez.
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Deformations occur in the Visualization Window.
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From the Ribbon Menu, Frame Results heading, click on the Moment 3-3 command.
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The Moment Diagram is created in the Visualization Window
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From the Ribbon Menu, Purlin heading, click on the Moment 3-3 command.
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Moment Diagrams of purlins are created in the Visualization Window .
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From the Ribbon Menu, Shell Elements heading, click on the Shell Results .
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On the Visualization Dialog, Shell Results tab, click on the Component list.
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Select the Slab Results and M11.
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Select 1.4G+1.6Q from the Case/combination list.
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In the Visualization Window, finite element stresses will be occur.
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From the Ribbon Menu , Shell Elements heading, open the As1 visible list.
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Click the AS1 Under command.
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In the Visualization Window, the required reinforcement area values of the shell elements are created.
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Open the Concrete All Failures list from the Ribbon Menu, Output heading.
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Click the Concrete Insufficient Rebar Area command.
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The results of the insufficiency occur in the Visualization Window .
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It means that there is no insufficiency in the green colored elements, and there is an insufficiency in the red colored elements.
Follow the steps of the video below.
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