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Shah Nand Dharmeshbhai

SD4006

Design of G+13 RCC Building with Shear Wall system

The objective of the project is to analyse and design a G+13 Storey Commercial Building using Shear wall as a lateral load resisting System. The primary focus is to mitigate torsion, displacement and Inter Storey Drift in structure. The design incorporates all the codal provisions related to gravity and Earthquake loading. Irregularity checks are done as per IS 1893 (Part-1): 2016, and ductile detailing is incorporated as per IS 13920: 2016.

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Report Content

Introduction to Project

Load Considerations

Understanding of project and Initial Structural System

Initial Structural system ,Frame participation and serviceability checks

Torsion Check and Serviceability checks for Iteration-1

Shear Wall Participation EQX and EQY for final model

Inter-storey drift , displacement and Individual storey shear distribution for final model

Pt % for Shear wall at Base and 1st Floor and Foundation Sizes

Modal Mass Participation and Observations

Detailing of Shear wall, Beam and Staircase