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Deore Akshay Bhagwan

SD4006

Design of G+13 C - Shaped Building ( Plan Irregularity )

The project entails the RCC design of a G+13 story high-rise residential building in Zone IV. The major goal is to reduce structural torsion, displacement, and inter-storey drift. The design comprises all codal provisions for gravity and earthquake loading. Irregularity inspections are performed in accordance with IS 1893 (Part-1): 2016, and ductile detailing has been incorporated as per IS 13920: 2016

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Report Content

Introduction and Architectural Plan

Load Data and Base Shear Calculation

Initial Structural System , Drift and Displacement

Eccentricity, Torsion Check and Frame Participation

Preliminary length of Shear Wall and Flowchart of Iterations for Satisfying Strength and Serviceability Parameters

Drift, Displacement, Modal Mass Participation, Shear Wall Column Interaction and Final Structural System

Frame participation and Shear Wall

Re-entrant Corners

Slab and Column Detailing

Beam Detailing and Conclusion