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Out line Site description Architectural Design. Structural Design Environmental Design. Mechanical design Safety design An-Najah National UniversityGraduation Project 2
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Architectural Design An-Najah National UniversityGraduation Project 3
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The site is located in Nablus city The site area about 5400 m ². The site is surrounded on tow sides of main street and proposed street. General Information A- Location & site plan An-Najah National UniversityGraduation Project 4
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Architectural Design 5 site plan An-Najah National UniversityGraduation Project 5
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The parking Architectural Design An-Najah National UniversityGraduation Project 6
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The parking Architectural Design An-Najah National UniversityGraduation Project 7
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The parking Architectural Design An-Najah National UniversityGraduation Project 8
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Redesign phase Architectural Design An-Najah National UniversityGraduation Project 9
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Sym metr y Architectural Design An-Najah National UniversityGraduation Project 10
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Redesi gn Architectural Design Before:After : An-Najah National UniversityGraduation Project 11
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Typical chair width and row spacing Architectural Design An-Najah National UniversityGraduation Project 12
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Redesign Architectural Design After : An-Najah National UniversityGraduation Project 13
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redesign (G.F) Architectural Design An-Najah National UniversityGraduation Project 14
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Redesig n (F1) Architectural Design An-Najah National UniversityGraduation Project 15
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Redesign (F2) Architectural Design An-Najah National UniversityGraduation Project 16
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Ground floor plan Architectural Design An-Najah National UniversityGraduation Project 17
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First floor plan Architectural Design An-Najah National UniversityGraduation Project 18
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Second floor plan Architectural Design An-Najah National UniversityGraduation Project 19
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Elevations Architectural Design An-Najah National UniversityGraduation Project 20
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Elevatio ns Architectural Design An-Najah National UniversityGraduation Project 21
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Section 1_1 Architectural Design An-Najah National UniversityGraduation Project 22
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Handica p Architectural Design An-Najah National UniversityGraduation Project 23
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Handicap(G.F) Architectural Design An-Najah National UniversityGraduation Project 24
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Handicap (F1) Architectural Design An-Najah National UniversityGraduation Project 25
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Handicap (Space for seating) Architectural Design An-Najah National UniversityGraduation Project 26
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Handicap (PARKING) Architectural Design
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Handicap (W.C units) Architectural Design An-Najah National UniversityGraduation Project 28
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Structural The building contains two structural system that's A- Concrete System. B- Steel System. An-Najah National UniversityGraduation Project 29
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Design Codes: The structural design will be according to : 1) The American Concrete Institute code ACI 318-08. 2) The seismic design according to UBC-97. Software: SAP 2000, Structural An-Najah National UniversityGraduation Project 30
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Dead load consist: Own weight for the building comes from the weight of (beams, columns, slabs, wall). Superimposed dead load is 4KN/m 2 Live load 5KN/m 2 Seismic design load: Importance factor=1 Seismic coefficient Cv=0.20 Seismic coefficient Ca=0.20 R=5.5 Structural An-Najah National UniversityGraduation Project 31
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Materials and Data : Structural An-Najah National UniversityGraduation Project 32
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A- Steel Elements that represented by Roof Truss Design Top chord, Bottom chord, Struts, Ties, Bracing, and connections B- Concrete Elements as below : 1- Columns 2- Beams ( Main, Ties and Secondary) 3- Slab ( Entrance Slab) 4- Footings Designed Elements: Structural An-Najah National UniversityGraduation Project 33
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A- For Concrete Elements: -In our project, we have one way ribbed slab in the first floor and second floor - Slab Thickness = 35 cm 2- Beams Dimension : 3- Columns : I- (30*60) cm Preliminary Design Structural An-Najah National UniversityGraduation Project 34
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3D sap model Structural An-Najah National UniversityGraduation Project 35
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Compatibility check : Model Validation Structural An-Najah National UniversityGraduation Project 36
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Equilibrium check : Loads SAP Manual Error% Dead Load876.5KN879.4 KN3% Live Load276 KN263 KN1% percentage of error shouldn’t exceed 5% This difference between manual and SAP weight may be related to ignoring some details in manual calculations or to some assumption in manual calculations. the check it was ok because the error less than 5%. Structural An-Najah National UniversityGraduation Project 37
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Slab Reinforcement: Structural An-Najah National UniversityGraduation Project 38
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39 Slab Reinforcement: Structural An-Najah National UniversityGraduation Project 39
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Sections in slab: Structural An-Najah National UniversityGraduation Project 40
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Beam Groups: Structural An-Najah National UniversityGraduation Project 41
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Sections in beam (30*70)cm: Structural An-Najah National UniversityGraduation Project 42
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Columns Design: Structural An-Najah National UniversityGraduation Project 43
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Sections in columns: Structural An-Najah National UniversityGraduation Project 44
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Footings Design: Structural An-Najah National UniversityGraduation Project 45
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Footings Plan: Structural An-Najah National UniversityGraduation Project 46
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Single Footing Detail: Structural An-Najah National UniversityGraduation Project 47
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Second floor plan Safety system An-Najah National UniversityGraduation Project 48
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Second floor plan Safety system An-Najah National UniversityGraduation Project 49
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Solar Analysis (Ecotect analysis) An-Najah National UniversityGraduation Project 50
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The climate data for Nablus shown in below Table : An-Najah National UniversityGraduation Project 51
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Solar Analysis (Ecotect analysis) Sun path in January An-Najah National UniversityGraduation Project 52
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Solar Analysis (Ecotect analysis) Sun path in January An-Najah National UniversityGraduation Project 53
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Thermal insulation the external wall section and U value “Thermal Conductivity” =0.4 W/m2.K Solar Analysis (Ecotect analysis) An-Najah National UniversityGraduation Project 54
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monthly heating and cooling load Solar Analysis (Ecotect analysis) An-Najah National UniversityGraduation Project 55
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Mechanical System HVAC System Drainage system Drainage system An-Najah National UniversityGraduation Project 56
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Slot diffusers HVAC system An-Najah National UniversityGraduation Project 57
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HVAC system An-Najah National UniversityGraduation Project 58
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HVAC system Slot diffusers An-Najah National UniversityGraduation Project 59
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Ground floor plan Water Supply system An-Najah National UniversityGraduation Project 60
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Ground floor plan Drainage system An-Najah National UniversityGraduation Project 61
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lighting system An-Najah National UniversityGraduation Project 62
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Orientation phase Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 63
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Auditorium phase Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 64
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Stage phase Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 65
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Conference hall Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 66
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Acoustical system An-Najah National UniversityGraduation Project 67
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Tecsound Acoustic Sound Insulating Roofing Systems Acoustical system An-Najah National UniversityGraduation Project 68
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Acoustic panels Acoustical system An-Najah National UniversityGraduation Project 69
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Reverberation Time(RT60) Reverberation Time(RT60): RT 60 = 1.69 Sabine which is in the range Acoustical system An-Najah National UniversityGraduation Project 70
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Acoustical system An-Najah National UniversityGraduation Project 71
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Safety system An-Najah National UniversityGraduation Project 72
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Safety system Ground floor plan An-Najah National UniversityGraduation Project 73
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Ground floor plan Safety system An-Najah National UniversityGraduation Project 74
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First floor plan Safety system An-Najah National UniversityGraduation Project 75
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An-Najah National UniversityGraduation Project 76
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