To Generate seismic loading based on IS code and to run the analysis using TSD

1. Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly

Aim: To generate seismic loading based IS codal provisions and zone II.

Procedure:

• Open the previously save Tekla model
• Now go to the load cases and add the seismic load case, and click ok

• Now go to the seismic wizard and select code specta and click Next.

• Now enter the zone II and make sure to ignore seiemic in floor to be as base or else the model will have errors. Then, click Next

• Now, enter the structure type as RC MRF building, and click Next.

• Include all the Load cases.

• Select "Replace only combinations generated by this run" and click Next

• Now all the load cases are generated.
• Suitable load cases can be selected and applied on the model, and click Next.

Result: The seismic load is defined and generated. Hence, all Load cases are generated and applied to the model.

2. Run the analysis. Summarize your understanding of the analysis results

AIM: To run analysis and understand the analysis.

Procedure:

• After providing load cases, click on analyse and select first order linear.

• After the analysis, go to the results and select Axial Force and check the results.

• We got a descending to ascending value from bottom to top, which shows that it's correct.
• Now we have to check the moment, and here we can find the member moment major as -101.09/117.41kNm

• Check the deflection

Result: After running the analysis the result is satisfactory.