Saman Abubaker

  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 YouTube Channel: https://www.youtube.com/samanabubaker Facebook: https://www.facebook.com/SamanAbubaker Website: https://samanabubaker.blogspot.com

  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

Analysis of 2D Frames with Internal Hinge by ETABS Determine Axial Diagram (KN), Shear Diagram (KN), Moment Diagram (KN.m), Rotation (Rad), and Displacement (mm) by ETABS. Area: Square Width = Depth = 400 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%20Internal%20Hinge%20by%20ETABS.EDB YouTube Channel: https://www.youtube.com/samanabubaker Facebook: https://www.facebook.com/SamanAbubaker Instagram: https://www.instagram.com/saman_abubaker Website:  https://samanabubaker.blogspot.com  

  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 YouTube Channel: https://www.youtube.com/samanabubaker Facebook: https://www.facebook.com/SamanAbubaker Instagram: https://www.instagram.com/saman_abubaker Website: https://samanabubaker.blogspot.com

  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.EDB YouTube Channel: https://www.youtube.com/samanabubaker Facebook: https://www.facebook.com/SamanAbubaker Instagram: https://www.instagram.com/saman_abubaker Website: https://samanabubaker.blogspot.com

  Download and Install ETABS v19 Link to download: https://www.csiamerica.com/support/downloads/software-evaluation-request?productnid=222&product=3 Facebook: https://www.facebook.com/SamanAbubaker Instagram: https://www.instagram.com/saman_abubaker Website: https://samanabubaker.blogspot.com

  Design 3D Steel Structure by ETABS Number of Floors= 1 Column Height= 5 m Material Properties: Shear Stud Tensile Strength: Fu= 400 Mpa Structural Steel Profiles: Fy= 250 Mpa (A36) Concrete: Fc= 30 Mpa Reinforcing Steel Bars: Fy= 420 Mpa Deck Slab: Thickness= 1 mm Weight= 0.1 KN/m2 Shear Stud: Dia= 19 mm Height (hs)= 150 mm tc= 87.5 mm hr= 75 mm wrt= 175 mm wrb= 125 mm sr= 300 mm Load Case 1: Dead Load Self- Weight + 2.5 KN/m2 Load Case 2: Live Load: 2.5 KN/m2 Applied as Plate Load End Length Offsets = 0 Combination Auto (ASD) CODE AISC 360-10 (ASD) 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%203D%20Steel%20Structure%20by%20ETABS.EDB Instagram: https://www.instagram.com/saman_abubaker/ Website: https://samanabubaker.blogspot.com/

  Analysis and Design 2D Steel Structure by ETABS Design Code: AISC 360-10 (ASD) Material: Steel A36 Fy= 250 Mpa Frame Section: IPE600 (Euro) DL= 50 KN/m LL= 50 KN/m (Neglect Self-Weight) Load Combination: Default (Steel Frame Design) 1.0 DL + 1.0 LL End Length Offset= 0 Determine: Vertical Displacement (mm) Rotation (rad) Maximum Axial Load (KN) Maximum Shear (KN) Maximum +ve Moment (KN.m) Maximum -ve Moment (KN.m) Design Beam ….... 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%20and%20Design%202D%20Steel%20Structure%20by%20ETABS.EDB Instagram: https://www.instagram.com/saman_abubaker/

  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 How to Design Beam and Column For a 3D Building by ETABS Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/ETABS%20Beam%20and%20Column%20Design%20of%20Building.EDB Example 1 17:27 Example 2 How to Design a 3D Building with Octagon Beam by ETABS Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Design%20a%20Building%20with%20Octagon%20Beam%20by%20ETABS.EDB Example 2 37:23 Example 3 How to Analysis and Design a 3D Square Building by ETABS Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/Analysis%20and%20Design%20a%20Square%20Building%20by%20ETABS.EDB Example 3 53:25 Example 4 How to Analyze

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

Download and Install ETABS v18 Link to download: https://csiamerica.com/support/downloads/software-evaluation-request?productnid=222&product=3

Analyze and Design 3D Building with Raft Foundation by ETABS Number of floors = 2 Column Height = 3.5 m Member Dimensions: Column sizes = 0.4x 0.6 m RC Wall = 0.4 m width Beam Sizes = 0.4 x 0.55 (depth) m Slab Thickness = 0.15 m Foundation: 0.5 m Raft with the area as same as the slab. Material Properties: Concrete; fc' = 21 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 400 Mpa (A615 Steel) Footings on soil with 35000 kN/m²/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight + 6 kN/m² (Super Imposed DL) Load Case 2: Live Load 6 kN/m² Load Combinations: 1.0 DL + 1.0 LL (Service Load) 1.2 DL + 1.6 LL (Ultimate Load) End Length Offset=0 Determine: Maximum Deflection (mm) (Under Service Load) Maximum Axial Load (KN) Maximum Shear (KN) Maximum +ve Moment (KN.m) Maximum -ve Moment (KN.m) Maximum Torsion (KN.m) Maximum soil pressure (kN/m2) (Service Load) Design Beam Design RC Wall …... Technical Info: ETABS 2016 Ulti

Analyze and Design 3 Story a Building by ETABS Number of floors = 3 Column Height = 3.0 m Member Dimensions: Column sizes = 0.3x 0.6 m RC Wall = 0.3 m Width Beam Sizes = 0.3 x 0.8 (Depth) m Slab Thickness = 0.20 m Drop Thickness = 0.5 m Material Properties: Concrete; fc' = 40 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 400 Mpa (A615 Steel) Support: Assume Fixed Support Loading: Load Case 1: Deal Load Self-Weight and 4 kN/m² Load Case 2: Live Load 4 kN/m² Load Combinations: 1.2 DL + 1.6 LL (Ultimate Load) DL+LL (Service Load) End Length Offsets = 0 Determine: Maximum Deflection (mm) (Under Service Load) Maximum Axial Load (KN) Maximum Shear (KN) Maximum +ve Moment (KN.m) Maximum -ve Moment (KN.m) Maximum Torsion (KN.m) Design Beam Design RC Wall …. 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%20Analyze%20and%20Design%203%

Analyze and Design 3D Building with RC Wall Number of floors = 2 Column Height = 5 m Member Dimensions: Column sizes (ConCol) = 0.4x 0.4 m RC Wall = 0.4 m width Beam Sizes (ConBm)= 0.4 x 0.6 (depth) m Slab Thickness (Slab1)= 0.2 m Drop Thickness (Drop1)= 0.25 m Foundation: 0.5 m Raft with an area similar to the slab. 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 5 kN/m2 Load Case 2: Live Load 5 kN/m2 Load Combinations: 1.2 DL + 1.6 LL Determine: Maximum Axial Force (kN) Slab Deflection (mm) Maximum +ve (kN.m/m.l) Maximum -ve (kN.m/m.l) Maximum Shears (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%20Analyze%20and%20Design%203D%20Building%20with%20RC%20Wall%20by%20ETABS.EDB

Analyze and Design 3D Building without Beam by ETABS Number of floors = 2 Column Height = 5 m Member Dimensions: Column sizes = 0.4x 0.4 m Slab Thickness = 0.2 m Drop Thickness = 0.25 m Foundation= 0.5 m Raft (area as same as the slab area) 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 deflection and Soil pressure) Determine: Maximum +ve (kN.m/m.l) Maximum -ve (kN.m/m.l) Maximum Shears (kN.m) Max. Slab Deflection (Service Load) Maximum soil pressure (kN/m2) (Service Load) ..... 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%20Analyze%20and%20Design%203D%20Building%20without%20Beam%20by%20E

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

Analyze and Design 3D Building with Footing Number of floors = 2 Column Height = 4.0 m Member Dimensions: Column sizes = 0.4x 0.4 m Beam Sizes = 0.4 x 0.58 m Slab Thickness = 0.18 m Drop Thickness = 0.38 m Footing: 2.5x2.5X0.5 Single Footing Material Properties: Concrete; fc' = 25 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 400 Mpa (A615 Steel) footings on soil with 22000 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 3 kN/m² Load Combinations: 1.2 DL + 1.6 LL DL+LL Set End Length Offsets = 0 Determine: Maximum Soil Pressure (under service load) Maximum Axial Force Longitudinal Reinforcement Maximum Support Shears Maximum +ve moment Maximum -ve moment Maximum Torsion …. 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%20Analyze%20and%20Design%203D%20Building%20with%20Footing%20%20b

Analyze and Design 4 Story a Building by ETABS Number of floors = 4 Column Height = 4.0 m Member Dimensions: Column sizes = 0.45x 0.45 m Beam Sizes = 0.45 x 0.75 m Slab Thickness = 0.20 m Footing = 3.0x3.0X0.5 Single Footing Material Properties: Concrete; fc' = 30 Mpa (all members) E= 4700 sqr (fc') Steel: fy = 420 Mpa (A615 Steel) footings on soil with 15000 kN/m²/m as a coefficient of subgrade reaction Loading: Load Case 1: Deal Load Self-Weight and 3.5 kN/m² Load Case 2: Live Load 3.5 kN/m² Load Combinations: 1.2 DL + 1.6 LL DL+LL 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 …. 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%20Analyze%20and%20Design%204%20Story%20a%20Building%20by%20ETABS.EDB

Explain End Length Offsets... Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2064 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/End%20Length%20Offsets...%20ETABS.EDB

Explain Releases/Partial Fixity... Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2064 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/Releases%20Partial%20Fixity...%20ETABS.EDB