How to Analyze and Design 3D Building with Footing by ETABS

Analyze and Design 3D Building with Footing Number of floors = 2 Column Height = 4.0 m Member Dimensions: Column sizes = 0.4x 0.4 m Beam Sizes = 0.4 x 0.58 m Slab Thickness = 0.18 m Drop Thickness = 0.38 m Footing: 2.5x2.5X0.5 Single Footing Material Properties: Concrete; fc' = 25 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 400 Mpa (A615 Steel) footings on soil with 22000 kN/m²/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight and 3 kN/m² Load Case 2: Live Load 3 kN/m² Load Combinations: 1.2 DL + 1.6 LL DL+LL Set End Length Offsets = 0 Determine: Maximum Soil Pressure (under service load) Maximum Axial Force Longitudinal Reinforcement Maximum Support Shears Maximum +ve moment Maximum -ve moment Maximum Torsion ….

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%203D%20Building%20with%20Footing%20%20by%20ETABS.EDB