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How to Design Beam and Column For a 3D Building by ETABS
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Example of Design the Building for Beam and Column, Determine Axial Force, Bending Moment Diagrams, and Shear Force by ETABS.
Number of floors = 2
Column Height = 4 m
Column sizes = 0.4 x 0.4 m
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)
Steel: fy = 420 Mpa (A615 Steel)
Assume the footings are single footings on soil
(not rock)
Set End Length Offsets = 0
Loading:
Load Case 1: Deal Load:
Self-Weight
2 kN/m2
Load Case 2: Live Load:
2.5 kN/m2
Use Auto Combination to make:
1.4 DL
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/ETABS%20Beam%20and%20Column%20Design%20of%20Building.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 3D Building with Drop Panel Number of floors = 2 Column Height = 5 m Member Dimensions: Column sizes (ConCol) = 0.4x 0.4 m Beam Sizes (ConBm)= 0.4 x 0.6 (depth) m Slab Thickness (Slab1)= 0.2 m Drop Thickness (Drop1)= 0.25 m Foundation: 3 x 3 x 0.5 m single Footing are defined and assigned as slab sections Material Properties: Concrete; fc’ = 25 Mpa (all members) E=4700 sqr (fc’) Steel: fy = 420 Mpa (A615 Steel) footings on soil with 20000 kN/m2/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight 3.5 kN/m2 Load Case 2: Live Load 2.5 kN/m2 Load Combinations: 1.2 DL + 1.6 LL 1.0 DL + 1.0 LL (Service Load for Soil pressure) Set End Length Offsets = 0 Determine: Maximum shear (kN.m) Maximum Axial Force (kN) Longitudinal Reinforcement (mm²) Maximum +ve moment (kN.m/m.l) Maximum -ve moment (kN.m/m.l) Slab Deflection (mm) Maximum soil pressure (kN/m2) (Service Load) ...... Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2...
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