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

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