How to Analyze and Design 3D Building with RC Wall by ETABS

Analyze and Design 3D Building with RC Wall Number of floors = 2 Column Height = 5 m Member Dimensions: Column sizes (ConCol) = 0.4x 0.4 m RC Wall = 0.4 m width Beam Sizes (ConBm)= 0.4 x 0.6 (depth) m Slab Thickness (Slab1)= 0.2 m Drop Thickness (Drop1)= 0.25 m Foundation: 0.5 m Raft with an area similar to the slab. 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 5 kN/m2 Load Case 2: Live Load 5 kN/m2 Load Combinations: 1.2 DL + 1.6 LL Determine: Maximum Axial Force (kN) Slab Deflection (mm) Maximum +ve (kN.m/m.l) Maximum -ve (kN.m/m.l) Maximum Shears (kN.m) .....

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%20RC%20Wall%20by%20ETABS.EDB