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:
github.com/ssha0/TH-cam/raw/...
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