AnNajah National university Faculty of engineering Building engineering
An-Najah National university Faculty of engineering Building engineering departmenet Graduation project || Center for the Leaders of the Future Prepared By : q. Bayan Sameer Younis q. Esraa Ali Assaf q. Ruba Nael Duraidi q. Yasmeen Nezar Tuffaha Supervisor : q Dr. Monther. Dwaikat
Outline Ø Introduction. Ø Site analysis. Ø Architectural design. Ø Structural design. Ø Environmental design. Ø Electrical design. Ø Mechanical design. Ø Safety and fire system. Ø Quantity survey
Site Analysis Ø Nablus – Palestine. Ø North-east from the city center Ø Total area of 15000 m 2
Architectural Design
Ground floor : Ø The total area of a center equal 4600 m 2 divided into two floors, the distributions and area of spaces in each floor are shown in the following table.
Architectural Design Ø Site plan
Architectural Design Ø Master plan
Architectural Design Ground floor :
Architectural Design Ø First floor
Architectural Design
Architectural Design Ø 3 DView East and main view
Architectural Design South-East view
Architectural Design West-north view
Architectural Design North-east view.
Architectural Design Corridor with skylight view
Structural Design
Design codes. q. ASCE (American Society Of Civil Engineers) 7 2010 for design loads. q. ACI -318 -08 (American Concrete Institution) for reinforced concrete structural design. q. UBC-97 (Uniform Building Code) for earthquake load computations.
Building Structural Joints.
Design Data. � f’c = 24 MPa for slabs and beams. � f’c = 28 MPa for columns and footings. (B 350) � fy = 420 MPa �Bearing capacity for soil =180 (KN/m 2) Loads. �Live load = 5 (KN/m 2) �Super imposed dead load= 4 (KN/m 2)
Seismic design data. Location : Nablus. Zone 2 B Z = 0. 2 Cv = 0. 33 , Ca= 0. 24 R=5. 5 I=1 , Location : Nablus. � Zone 2 B Z = 0. 2 � Cv = 0. 33 , Ca= 0. 24 � R=5. 5 , I=1 �
Structural System �The system of the slab is one way ribbed slab with (30 cm) thickness and dropped beams. For cafeteria block 1 Dimensions of the sections Main beam 40 * 50 cm Secondary beam 40*30 cm Columns 30*30 cm 40*50 cm 60*40 cm 60*30 cm R = 25 cm and R = 30 cm
�The system of the slab is one way ribbed slab with (25 cm) thickness and dropped beams. Also, used shear wall. For theater block 2. Dimensions Beam 50 * 120 cm Shear wall ( thickness ) 20 cm
3 -DETABS modeling Block 1 Block 2
Models Validation �Compatibility check Block 1 Block 2
�Equilibrium check. Types of Block 1 ETABS (KN) Loads Manual (KN) Live load 4325 0. 00 SID 5363 0. 00 DL 5660 5791 2. 3 Types of load ETAPS (KN) Manual (KN) Block 2 % error Live load 1824 0. 00 SID 2043 0. 00 DL 5820 5582 4
Internal forces check �Block 1: Element ETAPS Manual % error <10 % Column No. 14 573 571 0. 4 Beam 2 205 215 5 Slab 2 51 50 2 Block 2 : � Element ETABS Manual % error Beam 2200 2533 13 Slab 47 48 1. 6
Validation of the earthquake loads �Block 2: Check period ETABS (S) Manual (S) 0. 2 0. 5 Base shear check EQ EQx EQy ETABS Force 750 759. 9 Manual force 748. 21 %error 0. 26 1. 47 check drift is ok 1. 54 mm less than delta limit = 167 mm Mass participation ratio is more than 90 %
Structural elements and detailing Footing Plan
Detailing of the Single footing
Tie beam plan Beam Depth No. (cm) T. B 1 T. B 2 50 50 Widt Top bars Botto Stirrups Stirrup h m bars at the (cm) middle 40 35
Longitudinal column section
Sections for the columns
Slab reinforcement
Beam reinforcement
Shear wall
Stairs
Environmental design Modeling
Dbl. Clr 6 mm/6 mm Argon Materials Element Environmental design Type of glass Dbl. Clr 6 mm/6 mm Argon U Value External theater 0. 5 w/m 2. k walls External center walls 0. 457 w/m 2. k 0. 379 w/m 2. k External roof 0. 328 w/m 2. k Interior slab 0. 25 w/m 2. k Ground slab Double clear glass with Dbl Lo. E (e 2=. 1) Clr 3 mm/12 mm (12 mm) Arggas using Outer: (3 mm)PPGIindustries. Solarbronze. Inner: 12 mm. Southwall Technologies Inc. XIR 7241 Low
Shading: Shading 21 – Jan at 12: 00 pm. Shading 21 – July at 12: 00 pm.
Analysis t he corridor with skylight. In summer. •
In summer. • Analysisthe corridor with skylight. CFD"Computational Fluid Dynamics" analysis.
PMV(prediction mean value) in the center thermal comfort in winter for the center thermal comfort in summer of the center Simulation results for the center. These simulation are taken from design builder. • In summer: Total Site Energy Net Site Energy Total Source Energy Net Source Energy Total Energy [k. Wh] Energy Per Total Building Area [k. Wh/m 2] 276356. 61 426481. 19 62. 60 96. 60 Energy Per Conditioned Building Area [k. Wh/m 2] 62. 60 96. 60 426481. 19 96. 60
In winter: • Total Site Energy Net Site Energy Total Source Energy Net Source Energy Total Energy [k. Wh] Energy Per Total Building Area [k. Wh/m 2] Energy Per Conditioned Building Area [k. Wh/m 2] 182146. 29 640303. 42 41. 26 145. 03 640303. 42 145. 03
The annual simulation result.
Day light factor Room floor the Average DF % computer lab ff 1. 32 language room 2 ff 3. 14 show room ff 1. 47 chess room ff 1. 96 drawing room ff 1. 99 Reading room ff 3. 95 computer lab GF 7. 54 Language room 1 GF 2. 71 dancing room GF 3. 6 music room GF 3. 24 office 4 GF 9. 7 cafeteria GF 4. 74 play tennis 1 GF 5. 91 first aid GF 6. 08 first aid 1 GF 5. 44 Children's Library GF 3. 31 food making GF 1. 21 Handicrafts GF 1. 83 store GF 0 Multi-purpose room GF 2. 60 Chemistry Lab GF 1. 80 theater Average daylight factor for the center 0 For total the building 3. 67 The distribution of daylight factor of the ground floor.
Acoustical Design block Theater RT 60 Calculated Recommend 1 -1. 6 . 9 -1. 6
Acoustical Design Internal wall Theater wall STC (d. B) Theater wall 65 Internal wall 49
Water heater System Consumption of hot water. 800 L/day Slope of collector. 45° Storage capacity area of 75 L/M^2 collector. Number of collectors. 5 Initial cost 9310 ILS annual fuel costs 1880. 6 ILS
Photovoltaic System
Photovoltaic System Modules type polycrystalline Slope of collector. 30° Area of modules. 179 m^2 Number of Modules. 108 Initial cost 143640 annual fuel costs 9842 v 48773 k. Wh total consumption energy. v 100% can be covered of lighting energy. E Grid (k. Wh) Jan 29975 Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 3058 4289 4359 4705 4678 4782 4828 4497 4082 3403 3079 Year (k. Wh) 48773
Artificial Lighting
Artificial Lighting Illuminance (lux) Recommended illuminance Uniformity Theater 440 300 . 6 Entrance hall 107 100 . 63 Music room 612 500 . 64 Dance room 661 500 . 67 Physics and chemistry lab 500 663
Electrical design.
Electrical design. Theater circuit
Electrical design.
Drainage system 58
Drainage system 59
Layout of Water Tanks 60
System of Distribution of water Tank 61
Water Supply system 62
VRF System Story Ground floor 10/21/2021 63 First Floor Sum. Block 1 Block 2 Block 3 Block 4 Block 6 Block 7 Block 8 Ton Refrigerator (TR) 11. 7 7. 7 12. 9 15 12. 6 7 9. 8 Capacity of indoor unit (TR) 12 8 13 15 13 7 10 78 (TR)
VRF System 10/21/2021 64
VRF System 65
Safety System 66
Safety System 67
Safety System 68
ID Item name Units Quantities Cost 1 1. 2 1. 3 Excavation Base coarse Backfill footing 2 2. 1. 1 2. 1. 2 2. 1. 3 2. 1. 4 2. 1. 5 2. 1. 6 Footings Columns Beams Tie beams Slabs Stirrups 2. 2. 1 2. 2. 2. 3 2. 2. 4 2. 2. 5 Footings Columns Beams Tie beams Slab 2. 3. 1 2. 3. 2 2. 3. 3 2. 3. 4 Footings Columns Beams Slab Earthwork M 3 3268 3 M 1000 M 3 500 Civil works Steel Ton 2. 4 Ton 4. 8 Ton 11. 2 Ton 4 Ton 3 Ton 2 Concrete M 3 47. 5 M 3 36. 5 M 3 149. 5 M 3 50 M 3 183 formworks M 2 128. 5 M 2 331 M 2 625 M 2 901. 5 Cost / unit (NIS) Total cost (NIS) 40 30 30 130 720 30 000 15 000 2500 2500 6000 12 000 28 000 10 000 7500 5000 370 370 370 17 575 13 505 55 315 18 500 67 7710 50 50 6425 16 550 31. 250 45 075
2. 4. 1 3 3. 1. 1. 2 3. 1. 1. 3 3. 1. 2. 1 3. 1. 3 3. 2. 1 3. 2. 2 3. 2. 3 3. 2. 4 3. 2. 5 3. 2. 6 Footing External walls block ( 15 * 20 *40) External walls block (10*20*40) Internal walls block (10*20*40) Polystyrene 5 cm Glass wall Blinding concrete M 3 15 Architectural work Walls Hollow block work M 2 1400 150 2250 30 42 000 M 2 1400 30 42 000 M 2 933 30 27 990 40 600 56 000 96 000 25 58 325 M 2 1400 Plastering internal and external wall Painting internal wall Painting external wall False ceiling bath rooms False ceiling normal Tile works M 2 160 Finishing 2333 M 2 M 2 1000 1400 65 25 25 220 25 000 35 000 14 300 M 2 80 120 240 000 Emergency Doors doors normal Doors bathrooms Units 3000 2000 Doors 5 25 26 2500 1000 12 500 37 500 26 000
4 4. 1 4. 2 Mechanical works Water tank Number 8 Water Closet Number 148 1500 12000 400 59200 4. 3 urinal Number 2 150 300 4. 4 sink Number 1 300 5. 3 4. 5 lavatory Number 28 300 8400 5. 4 5. 5 4. 6 Fire Number Extinguishers 18 200 3600 4. 7 Collectors Number 4 150 600 4. 8 Manholes Number 32 20 640 4. 9 Pump Number 4 400 1600 30 6900 90 300 27000 4. 11 Sprinklers Number 230 Air unit Number 4. 12 Water pipe M 260 20 5200 4. 13 VRF ducts M 180 30 5400 4. 14 Sewage pipe 5. 6 5. 7 5. 8 Total cost Rectangular unit led Spots Lamps with different shape Small leds Photovoltaic Water heater collector Unit 29 150 4350 Unit 181 30 10 1810 5400 Units 1350 2 2700 143 640 9310 6, 000 NIS 1, 300 NIS / m 2
THAN YOU K
- Slides: 72