How to Analyze and Design 3D Building without Beam by ETABS

Analyze and Design 3D Building without Beam by ETABS Number of floors = 2 Column Height = 5 m Member Dimensions: Column sizes = 0.4x 0.4 m Slab Thickness = 0.2 m Drop Thickness = 0.25 m Foundation= 0.5 m Raft (area as same as the slab area) Material Properties: Concrete; fc’ = 25 Mpa (all members) E=4700 sqr (fc) Steel: fy = 420 Mpa (A615 Steel) footings on soil with 20000 kN/m2/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight 3.5 kN/m2 Load Case 2: Live Load 2.5 kN/m2 Load Combinations: 1.2 DL + 1.6 LL 1.0 DL + 1.0 LL (Service Load for deflection and Soil pressure) Determine: Maximum +ve (kN.m/m.l) Maximum -ve (kN.m/m.l) Maximum Shears (kN.m) Max. Slab Deflection (Service Load) Maximum soil pressure (kN/m2) (Service Load) .....

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%20without%20Beam%20by%20ETABS.EDB