Week 9 Challenge
1)
ANS:-
AIM:- To generate seismic loading based on Is codal provision and zone 2. Any other data you can assume and input accordingly.
TOOLS USED:-
- Load.
- Loadcases.
- seismic wizard.
- Seismic load.
- Analyze.
PROCEDURE:-
- First we have to open the previous week challenge in the TEKLA software.

- After open the file now click on load tap and select loadcases.

- Now create a new laod with name as Seismic load.as shown below.
- Next select the seismic wizard option in the load tab.

- Now seismic load dialog box will appears as shown below.

- Now we selelct and fill the required parameters suitable for the structure.




- At last click on the finish button.



- Now we can check the loads in the loadcases and apply them on the structure. so we can use those for analysis of the structure.


RESULT:-
With all the above steps we can create and apply the seismic loads on the structure.

2)
ANS:-
AIM:- To run the analysis and summarize your understanding of the analysis results.
TOOLS USED:-
- Analyze.
- 1st order analyze.
- Loads.
- Report data.
- Model and result.
PROCEDURE:-
- First open the file where we have applied the seismic load.

- Now click on analyze tab.
- Seclect 1st order lenear.
- Now select loading dialog box appears.
- In the dialog box select all the required loadings and click on ok.

- Now the results tab will open ,apply bending moment,shear force and deflection to check the structure.


- The axial loads are correct as they are decreasing with increase in height of the structure.



- The momet major force is also correct as all the beam types are selected correctly.



- This is the deflection, is can be decrease by increasing the grading of concrete in the columns.



- Now we can obtain report data by clicking on model and result.


RESULT:-
With the above steps we can analyze and correct our structure.
