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Utsav Vijaybhai Chapadiya

SD4006

G+12 STOREY RESIDENTIAL BUILDING WITH SEPARATION JOINT

The project entails the RCC design of a G+12-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. This project emphasizes the necessity of separation joints in maintaining structural regularity and preventing serious issues caused by lateral stresses. The building must be designed and specified in accordance with codal rules, and the structure is analyzed in Etabs.


Report Content

INTRODUCTION TO THE PROJECT

LOAD CONSIDERATIONS

STATIC CHECK AND DATA FOR LATERAL FORCE

RESULT INTERPRETATION

MODEL WITH SHEAR WALL

RESULT COMPARISON

PROVISION OF SEPARATION JOINT

SEPARATION JOINT

DETAILING

OBSERVATIONS