Structural Analytical Model
- Zeynep Aladağ
- İsmail Hakki BESLER
- oğuzcan hadim
Open the Structural Analytical Model file with the optimized structural and examine the results by using Analysis+Design command. |  |
Click the Analysis+Design (F9) command.
Do you want to perform analysis? question will be asked. Click the Yes button.
Wait for the analysis to complete in the ideCAD Structural Analysis Status window.
After the analysis is complete, click OK buton to close the window.
Click Structural Inspection in the ribbon menu.
From the View heading, click the Analysis Model command.
Rod and shell finite element analysis model is created automatically.
From the Ribbon Menu, Deformation heading, click on the 1.4G+1.6Q command.
Case/combination and animation occurs for 1.4G+1.6Q in the Visualization Window.
Click Visualization Dialog , Deformation tab, Case/combination list.
Select Modal E1.
Mod Shapes are created in the Visualization Window .
From the Visualization Dialog, click the Animate command.
An animation of Mod Shapes occurs in the Visualization Window .
From the Visualization Dialog , click the Stop command to stop the animation.
Click the Visualization Dialog, Deformation tab, Case/combination list.
Choose the combination G'+Q'+Ex-0.3Ey+0.3Ez.
Deformations occur in the Visualization Window.
From the Ribbon Menu, Frame Results heading, click on the Moment 3-3 command.
The Moment Diagram is created in the Visualization Window
From the Ribbon Menu, Purlin heading, click on the Moment 3-3 command.
Moment Diagrams of purlins are created in the Visualization Window .
From the Ribbon Menu, Shell Elements heading, click on the Shell Results .
On the Visualization Dialog, Shell Results tab, click on the Component list.
Select the Slab Results and M11.
Select 1.4G+1.6Q from the Case/combination list.
In the Visualization Window, finite element stresses will be occur.
From the Ribbon Menu , Shell Elements heading, open the As1 visible list.
Click the AS1 Under command.
In the Visualization Window, the required reinforcement area values of the shell elements are created.
Open the Concrete All Failures list from the Ribbon Menu, Output heading.
Click the Concrete Insufficient Rebar Area command.
The results of the insufficiency occur in the Visualization Window .
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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