1. Al-Najah National University Building Engineering department Design Of Cancer Center Prepared by:- Asma Atout, Najah Zadah and Rana Johary Supervisor: Dr.Monther Dwaikat

3.  Introduction  Architectural design  Structural design  Environmental design  Mechanical design  Electrical design  Safety  Material Cost

4. our project presents an integrative design for a cancer Center in the western region of Nablus city. The design of the center depends on the plans of cancer hospital in Qatar by taking into consideration the new location conditions and the new area of the project to cover the demand of Nablus and its environs our project presents an integrative design for a cancer Center in the western region of Nablus city. The design of the center depends on the plans of cancer hospital in Qatar by taking into consideration the new location conditions and the new area of the project to cover the demand of Nablus and its environs

5. The location of the project is on the road between Nablus and Qalqelia near Beitwazan.

9. o The project consists of one floor. o The area of the project equals 2850m². o The structure designed with the possibility of future expansion in case of increased demand.

16.  Codes and specifications: ACI -318-08 UBC (1997) ASCE 07 (2010)  Software: SAP 2000, V14.2.2

17. -The project consists of two block separated by 5cm structural joint. -Structural system  Two way solid slab with drop beams

18. Soil bearing capacity is 300kN/m 2 Soil Type is SB Reinforcement Steel Yielding Stress fy = 420 MPa Concrete Compressive Strength f’c = 28 Mpa

19. 1- Dead load consist : o Own weight for building come from weight of (beams, columns, slabs, wall). o Superimposed come from a weight of back fill and tiles = 5KN/m 2. 2- Live load equal 4Kn/m 2. 3- Seismic design load: Importance factor=1.2 Soil class: SB Seismic coefficient Cv=0.2 Seismic coefficient Ca=0.2 R=4.5

20.  Footings (Isolated, strap, Shear wall footing,).  Columns.  Beams.  Slabs.  Shear wall.  Stairs. 20

23. Block 1Block2

24. Block 1Block2 1.Compatibility check

25. 2-Equilibrium check: For block 1: Loads SAP Manual Error% Dead Load55357.8 KN56439.4 KN1.9% Live Load13953.5 KN13962.9 KN2.7% And we did the same check for block2 and it was ok the error less than 5%.

26. 3- Local equilibrium check (internal loads):  Columns: The difference between SAP and manual loads on columns : Columns no.Load from SAP Manual loadDifference 6 110411564.7%  Beams: Beam no.Moment from SAP(KN.m) Manual moment Difference 592792757.7%

27.  Slab: Span 2SAP momentManual moment Difference C.S12811610% M.S113560%

28. Period Earthquake forec (V) SAP0.29 sec7900 Manual0.23 sec9900  T(manual)=ct* h(3/4) Where: Ct =0.0488 &h=8m  V= (Cv*I/R*T)*W

29. Slab design: The slab is two way solid slabs with 20cm thickness and we designed the slabs in two directions (X and Y direction) for each column strip and middle strip, we took the values of moments from SAP then we calculated the area of steel required and the number of bars.

33. ColumnDimensionsLong reinforcement Stirrup at edge Stirrups at middle C130*60cm16Ø141Ø10/11cm1Ø10/16cm

37. FootingTypeDimensions (m) Depth(m)Short direction steel Long direction steel F1Isolated1.5*20.656Ø16/m F2Isolated2*20.656Ø16/m7Ø16/m F3Isolated2*2.50.656Ø18/m6Ø20/m F4Isolated1*20.658Ø22/m6Ø16/m F5Strap-0.65-- F6Wall Footing-0.610Ø20/m7Ø20/m F7Wall Footing-0.610Ø20/m7Ø20/m F8Wall Footing-0.254Ø16/m8Ø18/m F9Wall Footing-0.255Ø12/m

41. Sec A-A Sec B-B

43.  Codes and specifications: Energy Efficient Palestinian Building Code  Software: Autodesk Ecotect Analysis, 2011

44. The project located in Nablus ‘’Zone3’’

45. Month JanFe b MarAprMayJunJulAugSepOctNovDecYearl y Average High C◦ 11. 7 13. 3 16.121. 1 2527.828.9 27.82518.913.921.5 Average low C◦ 3.94.46.19.412.21517.2 16.113.99.45.610.8 Precipit -ation ( mm) 142.2 11 4.3 99.130. 5 2.5000022.968.6109. 2 580

46. We have a core in our building give the intermediate region natural lighting and ventilation. In the southern facade there is a glass part, so we use a pergola permit to enter the winter sunlight and prevent it from entering summer.

49.  The external wall section :

50.  U value of external wall section:

51. Thermal Insulation Simulation the Model with insulation: 1.Heating and Cooling Loads With Insulation

52. Thermal Insulation Simulation the Model with insulation: 2. Direct Solar Gain With Insulation

53. Performance requirements for airborne sound insulation range from 43 dB Rw to 53 dB Rw depending on the location of the rooms within the building. We designed the center by taking into account two soundproofing problems which are:1- improve the sound within a room, and 2- reduce sound leakage to /or from adjacent rooms or outdoors.

54. Section in partition

55. Content: Water Supply system. Rain water Drainge system HVAC system Code & Specifications: ASHREA 2009

58. Water pumping system

61. For One zone:

63. Codes and specifications: NEC 2008 Software: Ecotect Dialux

64.  Lighting Design.  power Design  Distribution board calculation.

65. Type of roomLuminance at work plane (lux) Treatment rooms1000 Offices500 Reception500 Waiting areas200 Corridors150 Surgeries rooms500 Examination rooms300 Laundry300 Cafeteria100 Bathrooms & WC’s100 Conference rooms750 Stores100 Stairs100 Luminance needed for some functional room at work plane in the center:

67. Patient roomCafeteria

69. Main distribution board

71.  Fire protection: Types of systems that are warning to a fire: Smoke-detection alarm. Heat-actuated alarm. Automatic water-sprinkler. Automatic chemical extinguishing.

72. MANUAL FIRE ALARM AUTOMATIC FIRE ALARM Fire Protection

73. Design of Fire Protection Sprinklers for rooms. Fire Extinguishers and Fire Hoses for corridors and halls.

76. 1200000