Vaibhav Maurya

SD4000

Design Studio-II

For the given design studio session I was assigned a g+6 commercial building. Which was needed to be designed for Earthquakes loads as well as wind loads. Requirements of IS456, IS 13920 and IS 1893 were satisfied while executing the design work.


Report Content

Introduction

Model Detail

Design Considerations

Process of finalization of the system

Final system

Details of final system

Deflection and base shear checks

Beam design

Column Design

Foundation and Shear wall