• Home
  • FT
  • SD4006
  • Design of 2B+G+14 Storey RCC Structure in Zone IV

Dalal Karan Jayesh

SD4006

Design of 2B+G+14 Storey RCC Structure in Zone IV

The project involves RCC design of 2B+G+14 storey high-rise structure located in zone IV. The major focus is to mitigate torsion in structure due to eccentric location of lift shear wall. Design is done as per all the codal provisions related gravity loading as well as Earthquake loading. Irregularity checks are done as per IS 1893 : 2016 and ductile detailing is incorporated as per IS 13920 : 2016. 


Report Content

Introduction to Project

Understanding of project and Initial Structural System

Load Considerations

Initial Structural system and serviceability checks

Mitigation of torsion, drift and displacement

Size optimization for dynamic EQ and comparision

Change in COM & COR and displacement comparision

Frame participation, Inter-storey drift and displacement for final model

Individual storey shear distribution and frame-wall interaction graph

Detailing of structural members and observations