Saman Abubaker

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

Example Frame to Analyzing the Determine Axial Force, Rotation, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 400 mm E = 20 000 Mpa Spring Stiffness = 10 000 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/Learn%20ETABS%20for%20Beginner.EDB

Example Frame to Analyzing the Determine Axial Force, Rotation, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 400 mm E = 20 000 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%20Frames%20and%20the%20Results%20in%20ETABS%202018.EDB

Example Frame to analyzing the determine Axial Force, Rotation, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 400 mm E = 30 000 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%20Draw%20Frame%20by%20ETABS%2018.EDB

Example Frame to analyzing the determine Axial Force, Rotation, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 500 mm E = 20 000 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/Learn%20ETABS%20with%20Simple%20Exercises%20for%20Beginners.EDB

Example Frame to analyzing the determine Axial Force, Rotation, Bending Moment Diagrams, and Displacement by ETABS. 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/Frame%20Analysis%20%26%20Shear%20Force%20%26%20Bending%20Moment%20Diagram%20by%20ETABS%2018.EDB

Example Frame to analyzing the determine Axial Force, Rotation, Bending Moment Diagrams, and Displacement with ETABS. Member Dimensions (Width × Height) ABC=0.2 ×0 .5 m BD=0.25 × 0.5 m CF=0.3 × 0.5 m E=25 000 N/mm2 Technical Info: ETABS Ultimate 64-bit Version 18.0.2 Build 2064 Link for exercise files: https://github.com/ssha0/YouTube/raw/master/files/2D%20Frame%20Analysis%20by%20ETABS%2018.EDB

Example Frame to analyzing the determine Axial, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 300mm E=25 000 N/mm2 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%20For%20Beginners.EDB

Example Frame to analyzing the determine Axial, Bending Moment Diagrams, and Displacement by ETABS. E=30 000 N/mm2 B=200 mm H=400 mm 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%20Frame%20Using%20ETABS%2018.EDB

Example Frame to analyzing the determine Axial, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 500mm E=21 000 N/mm2 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%20of%202D%20Frames%20Using%20ETABS%20Version%2018.EDB

Example Frame to analyzing the determine Axial Force, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 300mm E=25 000 N/mm2 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%20Run%20Analysis%2C%20Show%20Axial%20Force%2C%20Bending%20Moment%20Diagrams%2C%20and%20Displacement.EDB

Example Frame to analyzing the determine Axial, Bending Moment Diagrams, and Displacement by ETABS. Width = Depth = 600mm E=25000 Mpa Spring Stiffness =16000 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/ETABS%20Frame%20Analysis%20-%20Determine%20Axial%2C%20Bending%20Moment%20Diagrams%2C%20and%20Displacement.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