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Out line Site description Architectural Design. Structural Design Environmental Design. Mechanical design Safety design An-Najah National UniversityGraduation Project 2
Architectural Design An-Najah National UniversityGraduation Project 3
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
Architectural Design 5 site plan An-Najah National UniversityGraduation Project 5
The parking Architectural Design An-Najah National UniversityGraduation Project 6
The parking Architectural Design An-Najah National UniversityGraduation Project 7
The parking Architectural Design An-Najah National UniversityGraduation Project 8
Redesign phase Architectural Design An-Najah National UniversityGraduation Project 9
Sym metr y Architectural Design An-Najah National UniversityGraduation Project 10
Redesi gn Architectural Design Before:After : An-Najah National UniversityGraduation Project 11
Typical chair width and row spacing Architectural Design An-Najah National UniversityGraduation Project 12
Redesign Architectural Design After : An-Najah National UniversityGraduation Project 13
redesign (G.F) Architectural Design An-Najah National UniversityGraduation Project 14
Redesig n (F1) Architectural Design An-Najah National UniversityGraduation Project 15
Redesign (F2) Architectural Design An-Najah National UniversityGraduation Project 16
Ground floor plan Architectural Design An-Najah National UniversityGraduation Project 17
First floor plan Architectural Design An-Najah National UniversityGraduation Project 18
Second floor plan Architectural Design An-Najah National UniversityGraduation Project 19
Elevations Architectural Design An-Najah National UniversityGraduation Project 20
Elevatio ns Architectural Design An-Najah National UniversityGraduation Project 21
Section 1_1 Architectural Design An-Najah National UniversityGraduation Project 22
Handica p Architectural Design An-Najah National UniversityGraduation Project 23
Handicap(G.F) Architectural Design An-Najah National UniversityGraduation Project 24
Handicap (F1) Architectural Design An-Najah National UniversityGraduation Project 25
Handicap (Space for seating) Architectural Design An-Najah National UniversityGraduation Project 26
Handicap (PARKING) Architectural Design
Handicap (W.C units) Architectural Design An-Najah National UniversityGraduation Project 28
Structural The building contains two structural system that's A- Concrete System. B- Steel System. An-Najah National UniversityGraduation Project 29
Design Codes: The structural design will be according to : 1) The American Concrete Institute code ACI ) The seismic design according to UBC-97. Software: SAP 2000, Structural An-Najah National UniversityGraduation Project 30
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
Materials and Data : Structural An-Najah National UniversityGraduation Project 32
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
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
3D sap model Structural An-Najah National UniversityGraduation Project 35
Compatibility check : Model Validation Structural An-Najah National UniversityGraduation Project 36
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
Slab Reinforcement: Structural An-Najah National UniversityGraduation Project 38
39 Slab Reinforcement: Structural An-Najah National UniversityGraduation Project 39
Sections in slab: Structural An-Najah National UniversityGraduation Project 40
Beam Groups: Structural An-Najah National UniversityGraduation Project 41
Sections in beam (30*70)cm: Structural An-Najah National UniversityGraduation Project 42
Columns Design: Structural An-Najah National UniversityGraduation Project 43
Sections in columns: Structural An-Najah National UniversityGraduation Project 44
Footings Design: Structural An-Najah National UniversityGraduation Project 45
Footings Plan: Structural An-Najah National UniversityGraduation Project 46
Single Footing Detail: Structural An-Najah National UniversityGraduation Project 47
Second floor plan Safety system An-Najah National UniversityGraduation Project 48
Second floor plan Safety system An-Najah National UniversityGraduation Project 49
Solar Analysis (Ecotect analysis) An-Najah National UniversityGraduation Project 50
The climate data for Nablus shown in below Table : An-Najah National UniversityGraduation Project 51
Solar Analysis (Ecotect analysis) Sun path in January An-Najah National UniversityGraduation Project 52
Solar Analysis (Ecotect analysis) Sun path in January An-Najah National UniversityGraduation Project 53
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
monthly heating and cooling load Solar Analysis (Ecotect analysis) An-Najah National UniversityGraduation Project 55
Mechanical System HVAC System Drainage system Drainage system An-Najah National UniversityGraduation Project 56
Slot diffusers HVAC system An-Najah National UniversityGraduation Project 57
HVAC system An-Najah National UniversityGraduation Project 58
HVAC system Slot diffusers An-Najah National UniversityGraduation Project 59
Ground floor plan Water Supply system An-Najah National UniversityGraduation Project 60
Ground floor plan Drainage system An-Najah National UniversityGraduation Project 61
lighting system An-Najah National UniversityGraduation Project 62
Orientation phase Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 63
Auditorium phase Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 64
Stage phase Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 65
Conference hall Lighting (Dialux analysis) An-Najah National UniversityGraduation Project 66
Acoustical system An-Najah National UniversityGraduation Project 67
Tecsound Acoustic Sound Insulating Roofing Systems Acoustical system An-Najah National UniversityGraduation Project 68
Acoustic panels Acoustical system An-Najah National UniversityGraduation Project 69
Reverberation Time(RT60) Reverberation Time(RT60): RT 60 = 1.69 Sabine which is in the range Acoustical system An-Najah National UniversityGraduation Project 70
Acoustical system An-Najah National UniversityGraduation Project 71
Safety system An-Najah National UniversityGraduation Project 72
Safety system Ground floor plan An-Najah National UniversityGraduation Project 73
Ground floor plan Safety system An-Najah National UniversityGraduation Project 74
First floor plan Safety system An-Najah National UniversityGraduation Project 75
An-Najah National UniversityGraduation Project 76