Jariwala Viren Jayeshbhai

SD4000

G+12 Commercial Steel Building

My project deals G+12 commercial building in Steel with re-entrant corners as problem statement. Problems arising due re-entrant corners i.e. planar irregularities are confirmed and designed as per clauses from IS 1893:2016. The building had to be analysed for Gravity loading as well as Lateral loads. The bracing is assumed to take up all the lateral loads.  Response Spectrum had to be applied and Dynamic Wind analysis was not needed.


Report Content

Project Description & Problem Statement

Structural System with Section Used

Load Considerations & Static Check

Load Combination & Drift Limit

Storey Displacement & Inter-Storey Drift

System Evolution

IS Code provision pertaining to problem statement

Design Consideration

Connections

Base-plate, Pedastal & Footing