Group Project Presentation - 2 (Final)

1. GROUP 8 Department of Civil & Structural Engineering Design of Portland BuildingDetailed design Nabeel Jafri Vishal Krishnan John Muramya Anuj Ramdas Muhammad Shah

2. Structural layout – Residential floors Department of Civil & Structural Engineering

3. Structural layout – Ground floor Department of Civil & Structural Engineering

5. Ramp slope limited to 1:3

7. Maximum beam depth in basement is 1016mm

8. Maximum column size is UKC305x305x89

10. Department of Civil & Structural Engineering Base plate

11. Column base plates Department of Civil & Structural Engineering

12. Beam to beam connection Department of Civil & Structural Engineering

13. Beam to beam connection Department of Civil & Structural Engineering

14. Beam to beam connection Department of Civil & Structural Engineering

15. Beam to beam connections Department of Civil & Structural Engineering

17. Point load of 6120 kN acting on to the beam

19. Column splices Department of Civil & Structural Engineering

21. Flexible end plate connection acting as a pin joint

24. The calculations of forces due to wind were carried out using BS6399-2:1997

26. Inverted V bracing selected to accommodate windows

29. Depth of slab 200mm, capable of carrying 15 kN / m2 imposed load

30. Provides diaphragm action transferring lateral loads

31. Better thermal performance of the building

32. Speed of Erection

33. Standard precast floors can be supplied with a fire resistance of up to two hours