International Journal for Research in Applied Science & Engineering Technology (IJRASET) ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor: 7.538 Volume 10 Issue VII July 2022- Available at www.ijraset.com
Slab Load Calculation 1. Live Load L.L. for all the rooms taken as 2 KN/M^2 on Typical stories. L.L. for the passage taken as 3 KN/M^2 on Typical stories. L.L. for the terrace taken as 1.5 KN/M^2. 2.
Floor Finish FF for all the rooms taken as 1 KN/M^2 on Typical stories. FF for the terrace taken as 3 KN/M^2.
3.
Super Dead Load SDL for all the Sunk Slabs taken as 2 KN/M^2 on Typical stories. SDL for the Stair Cabin Slab taken as 14 KN/M^2.
4.
Wind Load Wind Load calculation is done as per IS: 875 (PART 3) – 1987.
5.
Earthquake Load Earthquake Load calculation is done as per IS: 1893 (PART 1) – 2002. IV.
ANALYSIS & RESULTS
A. Seismic Co-Efficient Analysis 1) Story Drift
Story Drift by Load Case EQX in Model 1
Story Drift by Load Case EQY in Model 1
Story Drift by Load Case EQX in Model 2
Story Drift by Load Case EQY in Model 2
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