Change the Background Color in Revit Technical Info: Autodesk Revit 2022 YouTube Channel: https://www.youtube.com/samanabubaker Facebook: https://www.facebook.com/SamanAbubaker Website: https://samanabubaker.blogspot.com
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How to Analysis of 2D Frames with Spring 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 = 500 mm
E = 25 000 Mpa
Spring Stiffness = 15 000 KN/m
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%20Spring%20Support%20by%20ETABS.EDBYouTube Channel: https://www.youtube.com/samanabubakerFacebook:https://www.facebook.com/SamanAbubakerInstagram:https://www.instagram.com/saman_abubakerWebsite:https://samanabubaker.blogspot.com
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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