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Graduation project II

An- najah National University Faculty of Engineering Civil Engineering Department. What is the best method for constructing schools in Palestine ?. Graduation project II. By: Abdelhafeed Alia Fadi Jallad Nazim Hwaide Sameh Bdair. Supervisor: Dr. Barraq Jum’aa. Introduction.

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Graduation project II

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  1. An-najah National UniversityFaculty of Engineering Civil Engineering Department What is the best method for constructing schools in Palestine ? Graduation project II By: Abdelhafeed Alia FadiJallad NazimHwaide SamehBdair Supervisor: Dr. BarraqJum’aa

  2. Introduction The most important part of our project, the soul of it, is represented by integration between two giant aspects of our profession (civil engineering); Construction and Structural Design, and Project management and Quantity Surveying.

  3. Project Management

  4. Site DescriptionAl-Makhfiah Secondary School

  5. Site Description Al-Makhfia Secondary Boys School located at Al-Makhfia area in the south of Nablus. The school consists of four floors; Basement, Ground, First and Second Floor, with total area of (1920 m2). It contains twelve different classrooms, scientific Lab. and Library, Computer Lab. In addition, Headmaster Room, Social worker Room, Teachers’ Room and Multipurpose Hall.

  6. Site Description The project owner is “The Palestinian National Authority- Ministry of Education” and it was funded by “The Islamic Bank” for one million dollar, and it took more than a year to be executed completely, the supervisor and the designer of the project was “Seraj Engineering Office”.

  7. Methodology • Work Breakdown Structure (WBS) • Resources and Prices • Primavera input • Construction methods

  8. Work Breakdown Structure (WBS) Al-Makhfia School

  9. Quantity Surveying & Prices Assumptions: • Profit plus Indirect Cost = 20% of the total cost. • Costing in New Israeli Shekel currency and take (1$=3.7 NIS). • Electrical & Mechanical works are done by a sub-contractor.

  10. FootingsExample of footing

  11. footings

  12. ColumnsExample of column

  13. Columns

  14. SlabsExample of slab

  15. Slabs

  16. Design Check Analysis of 3-D model for AL-Makhfiah Secondary School using SAP 14, ACI 318-8/IBC2009 code. 1. Design Criteria: Live Loads = 300kg/m² for classrooms. = 500kg/m² for labs. = 300kg/m² for stairs Super Imposed Dead Loads = 350 kg/m² Foundation Depth = 1.5 m Soil Bearing Capacity = 4kg/cm²

  17. Using SAP, area of steel was checked at slab, column C2 and footing SF2-1, and we use in design load 71.6 ton to design footing SF2-1, but we use maximum load 116.9 ton to design column C2.

  18. Method I Construction Methods

  19. Traditional Method

  20. Method II Construction Methods

  21. Tunnel Framing Systems

  22. Tunnel Framing Systems

  23. Tunnel Framing Systems

  24. Method III Construction Method

  25. Pre-stressed Concrete

  26. Pre-stressed Concrete

  27. Pre-stressed Concrete

  28. Conclusion

  29. Thank you for attention

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