To Generate seismic loading based on IS code and to run the analysis using TSD
- Generate seismic loading based IS codal provisions and zone II. Any other data you can assume and input accordingly
TO GENERATE SEISMIC LOADING.
2.Run the analysis. Summarize your understanding of the analysis results.
AXIAL FORCE ON TE COLUMN.
DUE TO WIND LOAD , L
DUE TO SISMIC LOAD.
MOMENT MAJOR
MAXIMUM DEFLECTIO 12 MM
DFLECTION AT CANTILEVER .
IN THE TABULAR FORM , GO TO REVIEW TAB.
