ABSTRACT

The material properties considered are: Young’s modulus of M25 concrete, E = 25 × 106 kN/m2, Density of Reinforced Concrete = 25 kN/m3, Density of brick masonry = 20 kN/m3, Dead load intensities like Floor finishes = 1.0 kN/m2, Roof finishes = 2.0 kN/m2, Live load intensities on Roof = 1.5 kN/m2 and on Floor = 3.0 kN/m2, Member properties taken are: Thickness of Slab = 150 mm, Column size = 350 mm × 500 mm, Beam size = 250 mm × 600 mm, Thickness of wall = 230 mm, Earthquake live load on slab as per clause 7.3.1 and 7.3.2 of IS: 1893-2002 (Part 1) is calculated as: Roof = 0.25 × 1.5 = 0.375 KN/m2, Floor = 0.25 × 3.0 = 0.75 KN/m2. Seismic data: Seismic Zone V, Response spectra = As per 1893 (part 1) 2002, Importance factor = 1, Response reduction factor = 5.