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Supervied by : Dr. Monther Dwaikat Prepared by: Haneen Ghanem Lama Droobi Rana Faris

Al-Najah National University Engineering Faculty building Engineering Department Graduation Project: Complex of Ministries. Supervied by : Dr. Monther Dwaikat Prepared by: Haneen Ghanem Lama Droobi Rana Faris. Chapter One : Introduction. Complex of Ministries. Site Description.

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Supervied by : Dr. Monther Dwaikat Prepared by: Haneen Ghanem Lama Droobi Rana Faris

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  1. Al-Najah National University Engineering Facultybuilding Engineering DepartmentGraduation Project:Complex of Ministries Supervied by : Dr. Monther Dwaikat Prepared by: Haneen Ghanem Lama Droobi Rana Faris

  2. Chapter One : Introduction Complex of Ministries

  3. Site Description

  4. Site Description

  5. Comparing Due to Solar Exposure

  6. Comparing Solar Exposure Value`s

  7. PROJECT A

  8. PROJECT B

  9. PROJECT B

  10. Sun path in winter for project A

  11. Sun path in summer for project A

  12. Sun path in winter for project B

  13. Sun path in summer for project B

  14. Comparing Solar Exposure Value`s

  15. Daylight :

  16. Ground Hole Section

  17. Parking Design

  18. Parking Design

  19. Elevators Design

  20. Architectural Design Plans : Ground Floor

  21. Architectural Design Plans :5th and 6th Floor

  22. Architectural Design Plans : 7th Floor

  23. Architectural Design Plans : 2nd basement Floor

  24. East Elevation

  25. Nouth Elevation

  26. West Elevation

  27. South Elevation

  28. Section A-A

  29. Section B-B

  30. structural design The structural design was made by SAP program 3D modeling

  31. MinistryofTradeandEconomy Typical Plan Building 3D Model

  32. Codes: The structures are designed using practice code and specifications that control the design process and variables. The following codes and standards are used in this study: * ACI 318-08: American concrete institute provisions for reinforced concrete structure design. *UBC-97: code which is used here for seismic load parameters determination .

  33. Structural element: • Design will include the following elements : • 1) slab ( one way rib slab). • 2) beam ( main beam & secondary beam) . • 3) column . • 4) footing

  34. Design data: 1- Compressive strength of concrete (f\c) • beams • shear walls • columns • Footing • slabs 2- Yielding strength of steel (fy), 3- Bearing capacity of soil= f\c =400 kg/cm2 fy =4200 kg/cm2 4 kg/cm2

  35. Material :

  36. Preliminary Design: Beam thickness Main beam→ (60*50) cm Hidden beam→ (30*50) cm External beam→ (60*30) cm Column dimension G1 → d= 90 cm G2→ (40*40) cm G3→ (50*50) cm G4 → (55*55) cm G5 → (60*60) cm G6 → (70*70) cm G7 → (80*80) cm Slab thickness

  37. Loads : • Superimposed dead load=4.5 kN/m² • Superimposed dead load for carrage=2.5 kN/m² • Live load =5 kN/m²

  38. Check for sap model : • Compatibility check

  39. Check for sap model : Check equilibrium

  40. Check for sap model : local equilibrium (internal force )

  41. DynamicDesign: • Soil type Sc • Z = 0.2 • C v=0.32 • Ca =0.24

  42. Design: Design slab

  43. Design: Beams design

  44. Design: Column design

  45. Design: Column design

  46. Design: footing design

  47. Desing :

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