international airport

FIRST REVIEW

NEAR KARUMATHAMPATTI COIMBATORE DISTRICT

PROJECT TITLE

PLANNING AND DESIGNING OF

INTERNATIONAL AIRPORT

LOCATION :

Project Guide :

Dr. R.THENMOZHI, Ph.D.

Submitted by,

P.SATHISKUMARV.RAJKUMARM.RAMAKRISHNANK.GNANAMOORTHY

Area = 888.87 km2

Population = 37,38,354

C O I M B AT O R E @ i t ’s B E S TIt is the major city in the Indian state of Tamilnadu.

It is the second largest city in the state after Chennai.The population in Coimbatore is nearly 38 lakhs .

There are more than 30,000 small ,medium and large industries and textile mills present in this city. The city is known for its entrepreneurship of its resident .The climate is comfort all around the year .

WHAT IS “AIRPORT …..”? AN AIRPORT IS A AREA ON LAND OR WATER,WHICH IS USED TO LANDING AND TAKE OFF OF AIRCRAFT.

TYPES OF AIRPORT:

BASED ON FUNCTION BASED ON USAGE BASED ON FACILITIES BASE ON AIRCARFT

BASED ON FUNCTION CONVENTIONAL -FOR COMMERIAL AIRCRAFT STOL PORTS HELIPORT

BASED ON USAGE PUBLIC PRIVATE MILITARY

BASED ON FACILITIES GENERAL AIRPORT SPECIAL FACILITY AIRPORT

BASE ON AIRCARFT BASIC UTILITY(BU) GENERAL UTILITTY(GU) BASIC TANSPORT(BT) GENERAL TRANSPORT(GT)

LANDSIDE PART OF AN AIRPORT: Terminal area Terminal building Services for the air passengers Government agencies Security arrangements AIRSIDE PART OF AN AIRPORT: Taxiway Runway Apron Markings Hangars Finger

TYPE OF AIRPORT = AAIRPORT SITE AREA = 16063.25 Acres

= (65,089,026.72 SQ.M)AIRPORT TERMINAL AREA = 550539.41 SQ.MAIRPORT TERMINAL BUILDING AREA = 54,000 SQ.M NO OF RUNWAYS = 4 NOS OF PARALLEL

RUNWAY

COIMBATORE PROPOSED AIRPORT

PROPOSED AIRPORT LOCALITY

WINDROSE DIAGRAM

RUNWAY ORIENTATION

LANDING : FROM EAST TO WEST DIRECTION

TAKEOFF : ALONG WEST DIRECTION

CENTRE LINE DRAWING

GROUND FLOOR PLAN

DOOR WINDOW SCHEDULE

FIRST FLOOR PLAN

SECOND FLOOR

SITE PLAN

SITE PLAN

ANALYSIS WITH STADD Pro

ANALYSIS WITH STADD Pro

BENDING MOMENT DIAGRAM

BENDING MOMENT DIAGRAM

SHEAR FORCE DIAGRAM

STANDARDS USED FOR DESIGN• IS456:2000 FOR REINFORECED CONCRETE DESIGN

• IS875 FOR LOAD CALCULATION

• IS800 :2007 FOR STEEL DESIGN

• TIMESAVER STANDARDS FOR INTERIOR OF TERMINAL BUILDINGS

• ANALYSIS BY STADD Pro V8i SOFTWARE

• ICOA AND FAA STANDRADS FOR DESIGN THE AIRSIDE PART OF AIRPORT

FOOTING

GRADE OF CONCRETE = M25 GRADE OF STEEL = Fe415 SIZE OF FOOTING = 3.82M X3.82 M DEPTH OF FOOTING = 800MM LOAD ON FOOTING = 5068.57 KN UPWARD SOIL PRESSURE = 347.40 KN/M2 FACTOTRED MOMENT = 1121.37 KNM

REINFORCEMENT 28 NOS OF 16MM DIA ON BOTH SIDES

PLINTH BEAM(CONTINOUS BEAM)

GRADE OF CONCRETE = M25 GRADE OF STEEL = Fe415 SPAN OF PLINTH BEAM = 9M SIZE OF PLINTH BEAM = 300 MMX650 MM REINFORCEMENT

3 NOS 25 MM DIA AT TOP 4 NOS 25 MM DIA AT BOTTOM 2 NOS OF HANGER BAR

COLUMN GRADE OF CONCRETE = M25 GRADE OF STEEL = Fe415 AXIAL LOAD ON COLUMN =4920.75 KN SIZE OF COLUMN =600MM X600MM LENGTH OF COLUMN =3.65 M COVER OF COLUMN =40MM REINFORCEMENT

LOGTIDUNAL REINFORCEMENT = 4 NOS 25MM DIA + 4NOS OF 32 MM DIA

2 LEGED TIES =10MM DIA AT 300 C/C

FLAT SLAB DESIGN GRADE OF CONCRETE = M35 GRADE OF STEEL = Fe415 SPAN LEGTHOF SLAB = 9M SLAB THICKNESS = 250MM LOAD CALCULATION LIVE LOAD =5 KN/M2 FLOOR FINISH LOAD =1KN/M2 DEAD LOAD =7.5KN/M2

FLAT SLAB REINFORCEMENT

COLUMN STRIP• NEGATIVE REINFORCEMENT =16MM DIA 75MM C/C• POSITIVE REINFORCEMENT =12MM DIA 110MM C/C

MIDDLE STRIP• NEGATIVE REINFORCEMENT =10MM DIA 100MM C/C• POSITIVE REINFORCEMENT =10MM DIA 120MM C/C