Mehta Nirali Pankajbhai


G + 10 Steel Residential Building

The project is about G+10 Steel Residential building. It comes under the seismic zone 4. The problem statement is about difference of different supports with different tie beam contidions. The design is as per Gravity loads, wind load and earthquake load calculations. It has RCC slab as platform, steel members as frame design and RCC shear walls as lateral resisting frame. Earthquake load is governing as there is high gravity loads. The RCC and Steel elements are detailed as per Ductile detailing clauses. 

Report Content

Introduction and problem statement

Structural layout

Design considerations and Assumptions

Load calculations

Design Itteration

Connection detailing

Staircase detailing

Slab detailing and frame elevation

Base plate and RCC element detailing

Comparison of supports