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. Any other data you can assume and input accordingly
INTRODUCTION :
Vertical Seismic Load Effect - Ev [12.4. 2.2] requires that a vertical load effect equal to 0.2 Sds be applied to dead load. It is applied as a Dead Load Factor adjustment and may act downward or upward. It is at strength design level so it may be multiplied by 0.7 for Allowable Stress Design (ASD).
PROCEDURE :
- Open the tekla software
- Open the previous model doned
- Go to the load tab
- select the seismic load and select the seismic wizard
- After open the seismic wizard the site specific spectra box as been opend
- select the code spectra and click next
- Next open the basic information box and once check and next
- And next automatically opened the structural irregularties box
- select the (use equalent lateral force procedure) under the analysis procedure to be used
- Fundamental period - Select the (RC MRF BUILDING) for both --> Next
- Seismic force resisting system - select (the moment frame system and rc building with omrf) for both --> Next
- Effective seismic weight --> export all load to right side --> Next
- Localization --> Next
- Initial parameters --> Replace only combination --> Next
- Combination --> Next
- Service --> Finish
RESULT :
As per the question
To Generate seismic loading based IS codal provisions and zone II is completed
2.) Run the analysis. Summarize your understanding of the analysis results
AIM :
To Run the analysis. Summarize your understanding of the analysis results
INTRODUCTION :
Run analyses The different analyses can all be run from the Analyze ribbon tab
PROCEDURE :
- Next go to the analysis tab and pick the setting option
- In there select 1st order non-linear and check once 100 and 0.01%
- And also check the concrete and general option once then click ok
- finally pick the analysis option and select the 1st order linear
- select all combination and load cases option and then click ok
- Go to the ground floor and select the result tab
- And also select the deflection and select the load cases
- Then we want to check the moment major, shear major, and Axial force
RESULT :
As per the question
To Run the analysis. Summarize your understanding of the analysis results is completed