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

Analyze and Design 3 Story a Building by ETABS Number of floors = 3 Column Height = 3.0 m Member Dimensions: Column sizes = 0.3x 0.6 m RC Wall = 0.3 m Width Beam Sizes = 0.3 x 0.8 (Depth) m Slab Thickness = 0.20 m Drop Thickness = 0.5 m Material Properties: Concrete; fc' = 40 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 400 Mpa (A615 Steel) Support: Assume Fixed Support Loading: Load Case 1: Deal Load Self-Weight and 4 kN/m² Load Case 2: Live Load 4 kN/m² Load Combinations: 1.2 DL + 1.6 LL (Ultimate Load) DL+LL (Service Load) End Length Offsets = 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) Design Beam Design RC Wall ….

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%203%20Storey%203D%20Building%20by%20ETABS.EDB