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

Answer of Question No. 1

Aim:Aim is to Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly

Procedure:

Step-1

• we have to open the previous model.
• And go to the load tab select the seismic tab 1st ordr and select the loads.click ok
• now model is analyze load combination throught the seismic forces.
• analyze completed now check the result.

Step-2

Answer of Question No. 2

Aim: Aim is to run the analysis. Summarize your understanding of the analysis results

Procedure:

Step-1

Analyze the model:

• Now go the result view mode the maximum deflection is 14mm floor first floor near corridor (additional support can be provided.)
• this is ok.

MEMBER MOMENT DEFLECTION:

Step-2

MEMBER MOMENT MAJOR:

Step-3

MEMEBR MOMENT MIRROR:

Step-4

MEMBER SHEAR MINOR:

Result:

1. BY THE TEKLA SOFTWARE WE CAN GENERATED THE LOADING AND ANALYSIS DONE BY BY TSD.
2. WE CAN SUMMERIZED THE POINTS THAT I UNNDERSTOOD ON ABOVE.