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Prajapat Lalchand Muknaram

SD4006

G+8 R.C.C COMMERCIAL BUILDING WITH FLAT SLAB SYSTEM

The project is the design of a G+8 Commercial Building in seismic zone IV using a Flat Slab system with a Core Shear wall and column as the lateral load-carrying system. Flat slabs are frequently built with drop panels or column capitals for additional support and to counteract these shear stresses. The project discusses the challenges caused as there are better choices than this system while designing a structure in higher seismic zones. The IS1893(Part 1): 2016 also discourages these structural systems due to their higher vulnerability under lateral loads.  


Report Content

Problem Statement

Direct Design Method &Assumption

Load Assumption

Initial Structural System for Static EQ

Final Structural System for Dynamic EQ

Performance Comparison Under Seismic Load

Performance Comparison Under Static & Dynamic EQ

Flat Slab Analysis ,Design & RC Detailing

Conventional Slab & Beam Analysis ,Design & RC Detailing

Column & Staircase Analysis ,Design & RC Detailing or Observations About The Project