international airport
TRANSCRIPT
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