By : presented by : Ameer Riad Khalaf Supervisor: Miss.Rawan Al-Hadad by : presented by : Ameer Riad Khalaf Supervisor: Miss.Rawan Al-Hadad.

Slides:



Advertisements
Similar presentations
Concrete Fooring & Roofing System
Advertisements

Design of foundation for Fattouh building in Nablus
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
Tank 85 Foundation  View of poured auger pile.  Setting up for next pile.  This process repeated itself 310.
Design of Concrete Structure I Eng. Tamer Eshtawi First Semester 2008 Eng. Tamer Eshtawi First Semester 2008.
FOUNDATIONS. Components Footings Trench Formed Keyway Stepped Fireplace.
Foundations Purpose – To transfer weight of structure (including live loads) to the ground within allowable settlement criteria.
Apr 16 Discussions Hydraulic equilibrium Pressure and depth.
Stair Design. Stair Types Straight stairs.
A 10-m long steel wire (cross – section 1cm 2. Young's modulus 2 x N/m 2 ) is subjected to a load of N. How much will the wire stretch under.
Express Team University of New Mexico February 24, 2006.
Structure Analysis I. Lecture 2 Types of Structures & Loads.
Many people will expect the rain drop size should be as follows:
1 Pertemuan 07 GEOTEKNIK Matakuliah: S0182/Studi Kasus Dalam Teknik Sipil Tahun: Juli 2005 Versi: 01/01.
Reinforced Concrete Design II
PILE FOUNDATION BY-.
FOOTINGS.
Pad Foundation Lectured by: Ms. Noorhidayah Sunarti
Chapter 18 Foundations.
Wall.
TOPIC 2: TYPES OF FOUNDATION
Foundation Engineering CE 483
FOUNDATION DESIGN.
Chapter 2b Foundations Shallow & Deep Foundations.
Why Pier 23 Florida Trend magazine recently listed Santa Rosa county as the second fastest growing county in Florida. Pier 23 is located within a real.
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
CAISSON FOUNDATION.
Graduation Project Thesis  
Tulkarem Multipurpose Sport Hall Prepared by: Moatasem Ghanim Abdul-Rahman Alsaabneh Malek Salatneh Supervisor: Dr. Shaker Albitar.
Bridge Engineering (3) Foundations – Pile Foundations (1) 1. *Types of foundations 1.1 Shallow foundations (buried less than 5m deep) Spread (isolated)
AL-ATAA CENTER. AL-ATA' CENTER "12 s t o r i e s" NEW BUILDING FOOTING DESIGN Prepared by: Mostafa Suboh Wael Suboh Supervisor : Dr.Sami Hijjawi Dr.Mohammad.
Graduation project: Jaba’a Institution Supervised by: Dr. Riyad Abdel-Karim Awad Dr.Sameer El Helw Dr.Sameer El Helw By :Fadi Hamaydi.
Drying of concrete Exercise 10. Evaporation of water from K30 concrete Evaporated water kg/m 3.
Introduction Joshua Castillo Construction Management Center for Creative and Performing Arts High School (CAPA High School) Pittsburgh, Pennsylvania.
LONG TERM GEODETIC MONITORING OF THE DEFORMATION OF A LIQUID STORAGE TANK FOUNDED ON PILES P. Savvaidis Laboratory of Geodesy Dept. of Civil Engineering.
STRUCTURAL MEMBERS by Jaime R. Rico.
PILE CHECK A NEW DYNAMIC PILE TESTING SYSTEM GEORGE GOBLE GOBLE PILE TEST.
The four basic types of structures are :
Shape of a rain drop.
CE 482 Examples.
Foundation Loads Dead Load Live Load Wind Load
Session 19 – 20 PILE FOUNDATIONS
UNIT-3 CIRCULAR PRESTRESSING. Analysis at Service Loads The tensile stress due to the internal pressure (p) can be calculated from the tension T.
SANKALCHAND PATEL COLLEGE OF ENGINEERING,
Mahatma Gandhi Institute of Technical Education & Research Centre
CAISSON FOUNDATION.
Sanitary Engineering Lecture 13
SOIL MECHANICS AND FOUNDATION ENGINEERING-III (CE 434)
Prepared by:- Barham Jalal
سایت جامع دانشجویان و مهندسین عمران Footing Design
1. Two rods, one of nylon and one of steel, are rigidly connected as shown in Fig. P.1.2. Determine the stresses and axial deformations when an axial load.
Piling.
Trough during installation of Micropiles TITAN and Foundation Plate.
An-Najah National University
Mohamed AL-Habib (ID: ) Omar G. Abdullah (ID: )
Under supervision of: Dr. Sami A. Hijjawi
An-Najah National University Faculty of Engineering
An-Najah National University Engineering College
Arch205 Materials and building construction 1 foundation
Arch205 building construction foundation
Analysis and Design of Multiple story building
  An-Najah National University Faculty of Engineering
MASS DENSITY AND VOLUME
Foundation Design of Law and Media College
Structure II Course Code: ARCH 209 Dr. Aeid A. Abdulrazeg
Supervisor: Dr. Mahmoud Dweikat.
2.2 STRUCTURAL ELEMENT Reinforced Concrete Slabs
بسم الله الرحمن الرحيم An-Najah National University
Analysis And Design Of AS-Shorooq Residential Building
5.07_Edaphic Mechanics & Substructure - Types of foundation
Presentation transcript:

by : presented by : Ameer Riad Khalaf Supervisor: Miss.Rawan Al-Hadad by : presented by : Ameer Riad Khalaf Supervisor: Miss.Rawan Al-Hadad

Rotterdam market hall

The continents: 1) Introduction. 2) General description. 3) foundation. 4)structure description. 6) What’s new.

Introduction: The city: Rotterdam The designer: MVRDV The developer: DHV B.V

2) General description: 40*70* Million $ m 2

more Than 200 apartments

(LCD) screen

The balconies.

Soil formation Approximately 70 m

Pile driving 27 m for the pressure piles {560 mm diameter} 29 m for the tension piles {710 mm diameter} pressure force reach 3000 KN KN tension force 750 KN

prevent groundwater to enter the excavation

CASTING THE BOTTOM OF EXCAVATION 1.35

DURING PUMPING THE WATER OUT

Structure description

natural resistance to wind loads Walls thickness 25cm Walls thickness 25cm Slabs thickness 27 cm Slabs thickness 27 cm 35 m/s 2.5 KN/M 2

prestressed hollow concrete

Glass facades Area of 45 by 35 supported by cables 28 mm in diameter.

What is new? 1) the arch 1) the arch 2) deepest excavation. 2) deepest excavation. 3) LCD screen 3) LCD screen 4) suspended glass. 4) suspended glass.