How to Analyze and Design 3D Building with Raft Foundation by ETABS

Analyze and Design 3D Building with Raft Foundation by ETABS Number of floors = 2 Column Height = 3.5 m Member Dimensions: Column sizes = 0.4x 0.6 m RC Wall = 0.4 m width Beam Sizes = 0.4 x 0.55 (depth) m Slab Thickness = 0.15 m Foundation: 0.5 m Raft with the area as same as the slab. Material Properties: Concrete; fc' = 21 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 400 Mpa (A615 Steel) Footings on soil with 35000 kN/m²/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight + 6 kN/m² (Super Imposed DL) Load Case 2: Live Load 6 kN/m² Load Combinations: 1.0 DL + 1.0 LL (Service Load) 1.2 DL + 1.6 LL (Ultimate Load) End Length Offset=0 Determine: Maximum Deflection (mm) (Under Service Load) Maximum Axial Load (KN) Maximum Shear (KN) Maximum +ve Moment (KN.m) Maximum -ve Moment (KN.m) Maximum Torsion (KN.m) Maximum soil pressure (kN/m2) (Service Load) Design Beam Design RC Wall …...

Technical Info: ETABS 2016 Ultimate 64-bit Version 16.2.0 Build 1645 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Analyze%20and%20Design%203D%20Building%20with%20Raft%20Foundation%20by%20ETABS.EDB