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How to Analysis of 2D Frames with Fixed Support by ETABS
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Example Frame to analyzing the determine Axial Diagram (KN), Shear Diagram (KN), Moment Diagram (KN.m), Rotation (Rad), and Displacement (mm) by ETABS.
Area: Square
Width = Depth = 600 mm
E = 25 000 Mpa
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%20Analysis%20of%202D%20Frames%20with%20Fixed%20Support%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 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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