How to Analyze and Design 3D Building with Raft Foundation by ETABS

Analyze and Design 3D Building with Raft Foundation by ETABS

Number of floors = 2
Column Height = 3.5 m

Member Dimensions:
Column sizes = 0.4x 0.6 m
RC Wall = 0.4 m width
Beam Sizes = 0.4 x 0.55 (depth) m
Slab Thickness = 0.15 m
Foundation: 0.5 m Raft with the area as same as the slab.

Material Properties:
Concrete; fc' = 21 Mpa (all members)
E= 4700 sqr (fc')
Steel: fy = 400 Mpa (A615 Steel)

Footings on soil with 35000 kN/m²/m as a coefficient of subgrade reaction

Loading:
Load Case 1: Deal Load Self-Weight + 6 kN/m² (Super Imposed DL)
Load Case 2: Live Load 6 kN/m²

Load Combinations:
1.0 DL + 1.0 LL (Service Load)
1.2 DL + 1.6 LL (Ultimate Load)

End Length Offset=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)
Maximum soil pressure (kN/m2) (Service Load)
Design Beam
Design RC Wall
…...

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%203D%20Building%20with%20Raft%20Foundation%20by%20ETABS.EDB

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Видео How to Analyze and Design 3D Building with Raft Foundation by ETABS канала Saman Abubaker