Patel Dhruv Harshadkumar

SD4000

Design of G+12 storey steel building

Project Description: G+12 Storey steel office building Location of building: Kolkata Problem statement : Comparison between G+12 steel office building using SMRF system and SMRF with shear wall system (Dual system). Storey height: 3.5 m Type of slab: 125mm thk. composite deck slabEarthquake Zone: III Wind speed: 50 m/s2 Soil Type: Medium soil SBC of soil = 180 kN/m2 Depth of foundation = 2.00 m Cladding material = glass 


Report Content

Description

Clauses

Structural System

Loads

SMRF

SW

Design

Moment connection

SW

Founcation