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An-Najah National University

بسم الله الرحمن الرحيم. An-Najah National University. Faculty of Engineering. Civil Engineering Department. Asera Al- Shamaliyeh Stadium. S upervisor: Dr. Riyad Awwad . Prepared by:. Abdulsabour Alhassan Haitham Abu Sa’adeh Iyad Barham. Presentation Outline:. Introduction

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An-Najah National University

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  1. بسم الله الرحمن الرحيم An-Najah National University Faculty of Engineering Civil Engineering Department

  2. Asera Al-Shamaliyeh Stadium • Supervisor:Dr. RiyadAwwad. Prepared by: • AbdulsabourAlhassan • Haitham Abu Sa’adeh • Iyad Barham

  3. Presentation Outline: • Introduction • Project description • Methodology • Tools • Design codes • Structural parts • References

  4. Introduction: AL-Ram stadium (AL-Shaheed Faisal Al-Hussieny)

  5. Project description:

  6. Project description: design the football stadium structurally. As requested by AseraAl-shamaliyamunicipality

  7. Methodology:

  8. Tools: Design Codes:

  9. Structural parts: Coverage Amphitheaters

  10. Cont.. Structure units:

  11. Design materials: Amphitheaters

  12. Design materials: Steel Structures:

  13. Coverage material: • Polycarbonate sheets

  14. Cont.. Covering system: • Alternatives: • Curved truss • Simply supported truss • Cantilever truss systems • With cables system

  15. Cont.. • Cantilever truss systems with cables

  16. Cont.. Loads Computations Steel structure Concrete structure

  17. Cont.. Truss distributions (unit 1)

  18. Cont.. • Equilibrium Check For Live and Wind loads • Load distribution Check

  19. Cont.. Selected Section: hollow tube section for Purlins in all cases

  20. Concrete structure: Alternatives:

  21. Compatibility Check ( Block 1 )

  22. Ready SAP2000 models: Unit one Unit two Unit three A ( 3 ) Unit three B ( 4 )

  23. Steel results:

  24. Connections Thickness of gusset plate = 5 mm Ag=thickness × Length of plate’s side Based on yielding=Pu/(0.9×Fy)Based on Fracture=Pu/(0.6×Fu) Weld length = Pn/(0.707×a×0.6×FEXX)

  25. Connection no. two

  26. Base plate and bolts distribution:d bolts = 12 mm

  27. Connection no. fourteen

  28. Concrete Structures Results: Slab: Block one “ spans 5.35m” S.F.D. B.M.D.

  29. Slab detailing:

  30. Concrete Structures: Beams: Unit one Unit two Unit three Unit four

  31. Concrete Structures: Beams:

  32. Concrete Structures: Beams: B.M.D. beam 2 S.F.D. beam 2

  33. Concrete Structures: Beams: Arrows indicate :two layers been used.

  34. Concrete Structures: Beams:

  35. Concrete Structures: Beams: Av/s(Total)=1.087 mm2/mm, stirrups diameter 10mm, with two legs, the spacing equals= 144 mm, used 140 mm=14cm.

  36. Concrete Structures: Columns: Ψ = = 31.75 <34 Q (stability index) =

  37. Concrete Structures: Columns:

  38. Concrete Structures: Footings: Q allowable soil = 300 KN/m² = 3 Kg/cm²

  39. Concrete Structures: Footings:

  40. Concrete Structures: Footings: F4

  41. Concrete Structures: Stairs:

  42. References:

  43. Thank you .. Questions

  44. Cont.. Concrete structure: Unite 1 Unite 2 Unite 3

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