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Robot Course
Structural Design of 4 Stories Villa in UAE
Eng. Ahmad Traboulsi
Outline
1. Introduction to the Structural Design
2. Description of the Project worked on
3. Prepare the AutoCAD File
4. Distribute the Columns
5. Select the Slab structural system of the project
6. Determination of the dimensions of the structural elements
7. Introduction to Robot
8. Modelling in Robot
9. Analysis and design in Robot of the columns
10. Introduction to Robot
11. Design of Footings
12. Design of Slabs and Beams
13. Design the Swimming Pool and Water tank in Robot
Eng. Ahmad Traboulsi ETABS & Safe course 2
Description of the Project
Villa in UAE consists of 4 stories ( Ground, First, Second and Roof)
F’c = 25Mpa for horizontal element (Slabs and Beams)
F’c = 30 Mpa for Vertical element (Columns, Walls, and Foundations)
Fy = 420Mpa (longitudinal reinforcement)
Fyt = 240Mpa ( transversal reinforcement)
Qa = 1.5kg/cm2 (Bearing capacity of soil)
Height of the Ground Floor 4m
Height of the typical stories 3m
All columns are with minimum dimensions 600x250mm
Eng. Ahmad Traboulsi ETABS & Safe course 3
Story 4 Flat Slab
Eng. Ahmad Traboulsi ETABS & Safe course 8
Flat Slab
• Flat slab easy in construction
• Loads:
1. Dead Load = 3 kN/m2 (Type of Slab)
2. Live Load = 2 kN/m2 (residential)
h flat slab = L / 33 =
600+890 𝑥0.5
33
= 22.57cm = 23cm
Eng. Ahmad Traboulsi ETABS & Safe course 9
Where L = L average
h beam = 3 x h slab = 3 x 22 = 66cm so B25x70
Stair
• H stair = 18 cm we draw the stair in ETABS as solid slab
• Dead Load on the stair = 3 KN/m2
• Live load on the stair = 4 KN/m2
Eng. Ahmad Traboulsi ETABS & Safe course 10
Robot+Villa+Design.pptx

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Robot+Villa+Design.pptx

  • 1. Robot Course Structural Design of 4 Stories Villa in UAE Eng. Ahmad Traboulsi
  • 2. Outline 1. Introduction to the Structural Design 2. Description of the Project worked on 3. Prepare the AutoCAD File 4. Distribute the Columns 5. Select the Slab structural system of the project 6. Determination of the dimensions of the structural elements 7. Introduction to Robot 8. Modelling in Robot 9. Analysis and design in Robot of the columns 10. Introduction to Robot 11. Design of Footings 12. Design of Slabs and Beams 13. Design the Swimming Pool and Water tank in Robot Eng. Ahmad Traboulsi ETABS & Safe course 2
  • 3. Description of the Project Villa in UAE consists of 4 stories ( Ground, First, Second and Roof) F’c = 25Mpa for horizontal element (Slabs and Beams) F’c = 30 Mpa for Vertical element (Columns, Walls, and Foundations) Fy = 420Mpa (longitudinal reinforcement) Fyt = 240Mpa ( transversal reinforcement) Qa = 1.5kg/cm2 (Bearing capacity of soil) Height of the Ground Floor 4m Height of the typical stories 3m All columns are with minimum dimensions 600x250mm Eng. Ahmad Traboulsi ETABS & Safe course 3
  • 4.
  • 5.
  • 6.
  • 7.
  • 8. Story 4 Flat Slab Eng. Ahmad Traboulsi ETABS & Safe course 8
  • 9. Flat Slab • Flat slab easy in construction • Loads: 1. Dead Load = 3 kN/m2 (Type of Slab) 2. Live Load = 2 kN/m2 (residential) h flat slab = L / 33 = 600+890 𝑥0.5 33 = 22.57cm = 23cm Eng. Ahmad Traboulsi ETABS & Safe course 9 Where L = L average h beam = 3 x h slab = 3 x 22 = 66cm so B25x70
  • 10. Stair • H stair = 18 cm we draw the stair in ETABS as solid slab • Dead Load on the stair = 3 KN/m2 • Live load on the stair = 4 KN/m2 Eng. Ahmad Traboulsi ETABS & Safe course 10