To Generate seismic loading based on IS code and to run the analysis using TSD
ANSWER 1
AIM
To generate seismic loading-based IS codal provisions and zone II.
PROCEDURE
- Open the previous save TEKLA model
- Now go to load cases and add the seismic load case and Click Ok
- Now go to the seismic wizard and select code spectra and click Next
Now enter the zone and click Next
- Now we have to enter the structure type as RC MRF building, and click Next
- Now include the load cases and click next
- Select Replace only combination generated by this run and Click next
- Now all the load cases can be selected and applied to the model click next
- Now provide the combination and click Finish
RESULT
The seismic loading based on IS codal provisions and zone II is generated
ANSWER 2
AIM
To run analysis and understand the analysis
PROCEDURE
- After providing the loads and load cases, click on analyze and select first-order linear
- After the analysis, go to the results and select shear force, and check the result
- We got a descending ascending value from bottom to top, which embarks it to be correct
- Now we have to check the moment, and here we can find the member moment major as - 40.98/28.03 Kim
- Now check the deflection
- The second beam on the ground floor undergoes more deflection than others
- By improving concrete grade this can be corrected