6. Project ASolar ExposureProject B Solar Exposure 13218301288965 21786382295384 36653753299986 42387714338305 5325649 6291600 7221080 8300814 9292773

10. Environmental analysis

11. Sun path in winter for project A

12. Sun path in summer for project A

13. Sun path in winter for project B

14. Sun path in summer for project B

15. Project ASolar ExposureProject B Solar Exposure 13218301288965 21786382295384 36653753299986 42387714338305 5325649 6291600 7221080 8300814 9292773

16. Daylight :

20. Ramp Length24 Slope of the Ramp1:10 Floor height3 Ramp Radius7 straight ramp length10 Circular Ramp Length20 Total Ramp Length30 Road Width5.5 Road Width in Circular Ramp7.5

21. Floor Height3.5m Levels Number11 floor elevator interval time25-29 sec Waiting Time15-17 sec Percent of Population to be carried in 5 min14-16% Net Area ( Normal )10-12m2/person Round Trip (RT)118 handling Capacity (h)38.6 Interval (I)23.6 sec Percent of Population (PHC)21% Number of cars needed4

32. Structural design

34. Ministry of Trade and Economy Typical Plan Building 3D Model

35. 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.

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

37. f \ c =400 kg/cm 2 fy =4200 kg/cm 2 4 kg/cm 2

38. Material : Unit weight of used materials Unit weight of materials ton/m³ Unit weight of materials Kg/m³ Material 2.52500 Reinforced concrete 2.32300Plain concrete 2.62600stone 1.21200Blocks

39. Slab thickness 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

40.  Superimposed dead load=4.5 kN/m²  Superimposed dead load for carrage=2.5 kN/m²  Live load =5 kN/m²

41. Check for sap model : Compatibility check

42. Check for sap model : Check equilibrium dead load 127700KNFrom sap 128500manual.6% of error live load 33614From sap 34200manual 1.75 % of error

43. Check for sap model : local equilibrium (internal force ) # of beam Sap valueManual value% of error B147542011% B26496125.5% #of slab Floor Mu from sap Mu manual % of error 1F679.575.65% 2F4453717% # OF COLUMNMANUAL PuSap Pu%of error C14963.551784.3% C22061253823%

44. Dynamic Design :  Soil type Sc  Z = 0.2  C v=0.32  Ca =0.24 T- calculationT- Sap 0.6 S0.35 S

45. Design : Design slab

46. Beams design Design :

47. Design: Column design

48. Design:

49. Design: footing design

50. Desing :

51. Mechanical design HVAC, water supplydrainage system, fire system.

52. UThe element 0.72Outside wall 0.87ceiling 0.61floor 3.5window 7Aluminum door - Heating design.

56. The selection diffuser is a square supply air diffusers of four way flow pattern with size of 46*46 cm

70. Florescent lamp (4*T8 18 watt) BEGA 5524 3 TC-D 26W Luminaire Luminous Flux =5400 lm Luminaire Luminous Flux =5400 lm

72. the seventh floor was design by dialux program lamps that were used are of a type SECOLUX-E PL-L 136EVG. with 36 watt.

74. Cost estimation

75. Total cost=45300000 NIS Total area=14885.92m² cost/m²=3043.14 NIS

76. Total cost =25900000 NIS. Total area= 8957.69 m² Total cost /m²=2891.3 NIS costWork 25586010 NISStructural & architectural cost 216930 NISMechanical cost 97060 NISElectrical cost