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Dave Kedar Rashmikumar

SD4000

Design of G+10 Steel building with Separation Joint

Aim is to design G+10 Steel frame building with separation joint. As  plan dimension of the building is 65m X 28m, at least one separation joint should be provided along longer dimension as per codal requirements. Maximum storey drift and overall drift should be checked under all possible lateral loads (wind and earthquake) and it should be within limits and if not then lateral resisting system should be modified. Later structure should be designed considering strength, serviceability and overall economy. Design part includes design of Decking sheet, Column, Beam, Bracing, Shear wall, Base plate and Connection and detailed for same.


Report Content

About Problem Statement

Structural System

Design Consideration

Structure Analysis

Design of members

Typical Connection and Section Detail

AB Plan Detail

Typical Floor Detail

Base Plate and Separation Joint Detail