How to Analyze and Design 4 Storey 3D Building by ETABS

Analyze and Design 4 Story a Building by ETABS Number of floors = 4 Column Height = 4.0 m Member Dimensions: Column sizes = 0.45x 0.45 m Beam Sizes = 0.45 x 0.75 m Slab Thickness = 0.20 m Footing = 3.0x3.0X0.5 Single Footing Material Properties: Concrete; fc' = 30 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 420 Mpa (A615 Steel) footings on soil with 15000 kN/m²/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight and 3.5 kN/m² Load Case 2: Live Load 3.5 kN/m² Load Combinations: 1.2 DL + 1.6 LL DL+LL End Length Offsets = 0 Determine: Maximum Soil Pressure (under service load) Maximum Axial Force Maximum Support Shears Maximum +ve moment Maximum -ve moment Maximum Torsion Maximum deflection ….

Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2064 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Analyze%20and%20Design%204%20Story%20a%20Building%20by%20ETABS.EDB