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How to Design a Building with Octagon Beam by ETABS
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Example of Design the Building and Determine Axial Force, Max +ve Moment, Max -ve Moment, Shear Force, and Reinforcement by ETABS.
Number of floors = 2
Column Height = 4 m
Column sizes:
C1 = 0.4 x 0.4 m
C2=0.4 m dia.
C3=0.6 m dia.
Beam Sizes = 0.4 x 0.6 m
Slab Thickness = 0.2 m
Material Properties:
Concrete; fc’ = 30 Mpa (Columns)
Concrete; fc’ = 25 Mpa (Other members)
Steel: fy = 420 Mpa (A615 Steel)
Assume the footings are single footings on rock
Model: The slab to be modeled using
Quadrilateral (4-noded) plate elements with
edge length not greater than 0.5 m.
Concrete Design Code: ACI318-14
Set End Length Offsets = 0
Loading:
Load Case 1: Deal Load
Self-Weight
3 kN/m2
Load Case 2:Live Load:
5.0 kN/m2
Load Combinations:
1,2 DL + 1.6 LL
Technical Info:
ETABS Ultimate 64-bit Version 18.0.2 Build 2064
Link for exercise files:
https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Design%20a%20Building%20with%20Octagon%20Beam%20by%20ETABS.EDB
Summary: Download ETABS V18 & Installation ETABS & 10 Example for Learning ETABS & Exercise Files 0:00 Download ETABS v18 Evaluation Version Link to download: https://csiamerica.com/support/downloads/software-evaluation-request?productnid=222&product=3 1:41 Installing ETABS v18 2:57 Example 1 ETABS Frame Analysis - Determine Axial, Bending Moment Diagrams, and Displacement. The link for exercise file: https://github.com/ssha0/YouTube/raw/master/files/ETABS%20Frame%20Analysis%20-%20Determine%20Axial%2C%20Bending%20Moment%20Diagrams%2C%20and%20Displacement.EDB 11:18 Example 2 ETABS Run Analysis, Show Axial Force, Bending Moment Diagrams, and Displacement. The link for exercise file: https://github.com/ssha0/YouTube/raw/master/files/ETABS%20Run%20Analysis%2C%20Show%20Axial%20Force%2C%20Bending%20Moment%20Diagrams%2C%20and%20Displacement.EDB 18:16 Example 3 Analysis of 2D Frames Using ETABS Version 18. The link for exercise file: https://github.com/ssha0/YouTube/raw/m...
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 Ver...
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