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
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