Saman Abubaker

  Create a House and Rendering by Revit with Exercise File 00:05 Add Levels and Rename Levels 00:55 Create Walls (Ground Floor) 02:38 Create Slab (Ground Floor) 04:10 Create Stair 06:16 Create Walls (First Floor) 08:27 Create Curtain walls 09:35 Add Railing 12:01 Create Roof 13:15 Create Walls (Roof) 14:15 Add Doors 17:27 Add Windows 18:10 AddPaints 23:53 Create Ground Floor 24:22 Add Trees 25:43 Change Background 25:54 Add shadows 26:37 Add Camera View 28:24 Rendering Technical info: Autodesk Revit 2021 Used Template: Metric-Architectural Template Link to Download Exercise File: https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Create%20a%20House%20and%20Rendering%20by%20Autodesk%20Revit%20with%20Exercise%20File.rvt 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

  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

  Design a House (11x9)m by Revit with Exercise File 00:05 Add Levels and Rename Levels 01:20 Create Ground Floor 02:18 Create Foundation 04:00 Create Walls 05:55 Create Stair 07:20 Create Slab 10:30 Create Walls (First Floor) 12:00 Create Roof 13:40 Create Ceiling 18:22 Add Doors 20:00 Add Windows 21:55 Create Curtain walls 23:20 Add Railing 28:00 AddPaint 30:15 Create Fence 32:15 Add Grass 33:10 Add Trees 34:50 Add Camera View 35:50 Change Background Technical Info: Revit 2021 Used Template: Architectural Template Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/How%20to%20Design%20a%20House%20(11x9)m%20by%20Revit%20with%20Exercise%20File.rvt 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

  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/

  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

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

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

Example of Design the Building and Determine Axial Force, Max +ve Moment, Max -ve Moment, Shear Force, and Reinforcement by ETABS. Number of floors = 2 Column Height = 4 m Column sizes: C1 = 0.4 x 0.4 m C2=0.4 m dia.  C3=0.6 m dia. Beam Sizes = 0.4 x 0.6 m Slab Thickness = 0.2 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 rock  Model: The slab to be modeled using Quadrilateral (4-noded) plate elements with edge length not greater than 0.5 m. Concrete Design Code: ACI318-14 Set End Length Offsets = 0 Loading: Load Case 1: Deal Load Self-Weight 3 kN/m2 Load Case 2:Live Load: 5.0 kN/m2 Load Combinations:  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/How%20to%20Design%20a%20Building%20with%20Octagon%20Beam%20by%20ETABS.EDB

Analysis and Design a Square Building Number of floors = 2 Column Height = 4 m Column sizes: C1= 0.4 x 0.4 m C2= 0.4 m diameter 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) E= 4700 sqr (fc') Steel: fy = 420 Mpa Assume the footings are single footings on Rock soil (FIXED) Loading: Load Case 1: Deal Load Self-Weight 3 kN/m² Load Case 2: Live Load 6 kN/m² Load Combinations: 1.2 DL + 1.6 LL Determine: Maximum Shears Maximum +ve moment Maximum -ve moment Maximum Bottom Reinforcement Maximum Top Reinforcement Maximum Axial Force ....... Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2064 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/Analysis%20and%20Design%20a%20Square%20Building%20by%20ETABS.EDB