Saman Abubaker

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