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How to Analysis of 2D Frames Using ETABS Version 19
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Analysis of 2D Frames Using ETABS Version 19
Area: Square
Width = Depth = 400 mm
E= 22 000 Mpa
Spring Stiffness= 12 000 KN/m (Vertical Translation Only)
End Length Offsets = 0 (for All Members)
Determine:
Displacement (mm)
Rotation (Rad)
Reactions (Force (KN), Moment (KN-m))
Axial Diagram (KN)
Shear Diagram (KN)
Moment Diagram (KN.m) on the Compression Side and Tension Side
Technical Info:
ETABS Ultimate C 64-bit Version 19.1.0 Build 2420
Link for exercise files:https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Analysis%20of%202D%20Frames%20Using%20ETABS%20Version%2019.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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