Analysis and Design a Square Building Number of floors = 2 Column Height = 4 m Column sizes: C1= 0.4 x 0.4 m C2= 0.4 m diameter Beam Sizes = 0.4 x 0.58 m Slab Thickness = 0.18 m Material Properties: Concrete: fc' = 30 Mpa (Columns) Concrete: fc' = 25 Mpa (Other members) E= 4700 sqr (fc') Steel: fy = 420 Mpa Assume the footings are single footings on Rock soil (FIXED) Loading: Load Case 1: Deal Load Self-Weight 3 kN/m² Load Case 2: Live Load 6 kN/m² Load Combinations: 1.2 DL + 1.6 LL Determine: Maximum Shears Maximum +ve moment Maximum -ve moment Maximum Bottom Reinforcement Maximum Top Reinforcement Maximum Axial Force ....... Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2064 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/Analysis%20and%20Design%20a%20Square%20Building%20by%20ETABS.EDB
