Diapositiva 1

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Out line
Building Engineering

• Site description
• Architectural Design.
• Structural Design
• Environmental Design.
• Mechanical design
• Safety design

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Architectural Design
Building Engineering
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Building Engineering
General Information
A- Location site plan

• 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.

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Architectural Design
Building Engineering
site plan
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The parking
Building Engineering
Architectural Design
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The parking
Building Engineering
Architectural Design
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The parking
Building Engineering
Architectural Design
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Redesign phase
Building Engineering
Architectural Design
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Symmetry
Building Engineering
Architectural Design
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Redesign
Building Engineering
Architectural Design
Before
After
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Typical chair width and row spacing
Building Engineering
Architectural Design
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Redesign
Building Engineering
Architectural Design
After
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redesign (G.F)
Building Engineering
Architectural Design
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Redesign (F1)
Building Engineering
Architectural Design
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Redesign (F2)
Building Engineering
Architectural Design
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Ground floor plan
Building Engineering
Architectural Design
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First floor plan
Building Engineering
Architectural Design
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Second floor plan
Building Engineering
Architectural Design
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Elevations
Building Engineering
Architectural Design
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Elevations
Building Engineering
Architectural Design
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Section 1_1
Building Engineering
Architectural Design
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Handicap
Building Engineering
Architectural Design
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Handicap(G.F)
Building Engineering
Architectural Design
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Handicap (F1)
Building Engineering
Architectural Design
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Handicap (Space for seating)
Building Engineering
Architectural Design
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Handicap (PARKING)
Building Engineering
Architectural Design
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Handicap (W.C units)
Building Engineering
Architectural Design
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Building Engineering
Structural
The building contains two structural system
that's A- Concrete System. B- Steel System.
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Building Engineering
Structural

•  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,

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Building Engineering
Structural

• Dead load consist

• Own weight for the building comes from the weight
  of (beams, columns , slabs, wall).
• Superimposed dead load is 4KN/m2
• Live load 5KN/m2

• Seismic design load

Importance factor1 Seismic coefficient
Cv0.20 Seismic coefficient Ca0.20 R5.5
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Building Engineering
Structural
Materials and Data
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Building Engineering
Structural

• Designed Elements

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
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Preliminary Design
Building Engineering
Structural
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- (3060)
cm
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Building Engineering
Structural
3D sap model
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Building Engineering
Structural
Model Validation

• Compatibility check

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Building Engineering
Structural
Equilibrium check

• This difference between manual and SAP weight may
  be related to ignoring some details in manual
  calculations or to some assumption in manual
  calculations.

• percentage of error shouldnt exceed 5

Loads SAP Manual Error
Dead Load 876.5KN 879.4 KN 3
Live Load 276 KN 263 KN 1
the check it was ok because the error less than
5.
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Building Engineering
Structural
Slab Reinforcement
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Structural
Slab Reinforcement
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Building Engineering
Structural
Sections in slab
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Building Engineering
Structural
Beam Groups
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Building Engineering
Structural
Sections in beam (3070)cm
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Building Engineering
Structural
Columns Design
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Building Engineering
Structural
Sections in columns
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Building Engineering
Structural
Footings Design
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Building Engineering
Structural
Footings Plan
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Building Engineering
Structural
Single Footing Detail
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Second floor plan
Building Engineering
Safety system
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Second floor plan
Building Engineering
Safety system
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Solar Analysis (Ecotect analysis)
Building Engineering
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The climate data for Nablus shown in below Table

Building Engineering
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Solar Analysis (Ecotect analysis)
Building Engineering
Sun path in January
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Solar Analysis (Ecotect analysis)
Building Engineering
Sun path in January
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Thermal insulation
Building Engineering
Solar Analysis (Ecotect analysis)
the external wall section and U value Thermal
Conductivity 0.4 W/m2.K
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monthly heating and cooling load
Building Engineering
Solar Analysis (Ecotect analysis)
Occupancy 0 Person
Max heat32KW
Occupancy 200 Person
Occupancy 430 Person
Max Cooling 43KW
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Mechanical System
Building Engineering

• HVAC System
• Drainage system

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Slot diffusers
Building Engineering
HVAC system
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Building Engineering
HVAC system
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Slot diffusers
HVAC system
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Ground floor plan
Building Engineering
Water Supply system
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Building Engineering
Drainage system
Ground floor plan
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lighting system
Building Engineering
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Orientation phase
Building Engineering
Lighting (Dialux analysis)
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Auditorium phase
Building Engineering
Lighting (Dialux analysis)
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Stage phase
Building Engineering
Lighting (Dialux analysis)
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Conference hall
Building Engineering
Lighting (Dialux analysis)
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Acoustical system
Building Engineering
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Tecsound Acoustic Sound Insulating Roofing
Systems
Building Engineering
Acoustical system
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Acoustic panels
Building Engineering
Acoustical system
Acoustic panels
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Reverberation Time(RT60)
Building Engineering
Acoustical system

• Reverberation Time(RT60)
• RT 60 1.69 Sabine which is in the range

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Building Engineering
Acoustical system
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Safety system
Building Engineering
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Safety system
Building Engineering
Ground floor plan
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Ground floor plan
Building Engineering
Safety system
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First floor plan
Building Engineering
Safety system
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Building Engineering
Thank You
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