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Niriksha H Girish

5739

DESIGN STUDIO 2 - HIGH RISE BUILDINGS

The building assigned was a G+5 story resort, that was to be analysed and designed to resist earthquake forces. Initially a static check was done on a typical floor and base shear calculated (as per IS 1893-2016). Keeping the initial structural system as a reference, the problem statement was tackled and suitable solutions were obtained. 


Report Content

SPECIFICATIONS

INITIAL STRUCTURAL SYSTEM

LOAD SUMMARY

STAGE 1

PERCENTAGE OF LATERAL LOAD

STAGE 2

PERCENTAGE OF LATERAL LOAD

STAGE 3

FINAL STRUCTURAL SYSTEM

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