How to Analyze and Design 2 Storey 3D Building by ETABS

 Analyze and Design 2 Story a Building by ETABS

Number of floors = 2 Column Height = 4 m Member Dimensions: RC Wall = 0.3 m width Column sizes = 0.3x 0.5 m Beam Sizes = 0.3 x 0.5 (depth)m Slab Thickness = 0.2 m Drop Thickness = 0.4 m (including the slab) Foundation = 0.5 m Raft with the area as same as the slab. Material Properties: Concrete: fc' = 40 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 400 Mpa (A615 Steel) Footings on soil with 30000 kN/m²/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight and 3 kN/m² Load Case 2: Live Load 5 kN/m² Load Combinations: 1.4 DL 1.2 DL + 1.6 LL (Ultimate Load) 1.0 DL+1.0 LL (Service Load) End Length Offsets = 0 Determine: Maximum Soil Pressure (under service load) Maximum Axial Force Maximum Support Shears Maximum +ve moment Maximum -ve moment Maximum Torsion Maximum deflection Longitudinal Reinforcement Reinforcement Design …. 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%202%20Storey%203D%20Building%20by%20ETABS.EDB

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